United States        Office of         Technical Note
            Environmental Protection    Radiation Programs
            Agency          Washington DC 20460


            Radiation
<&EPA     Selected Topics:
           Transuranium Elements
           in the General
           Environment
                          r

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                                Technical Note
                                ORP/CSD-78-1
           SELECTED TOPICS:

        TRANSURANIUM ELEMENTS

                IN THE

         GENERAL ENVIRONMENT
              June 1978

U. S. Environmental Protection Agency
     Office of Radiation Programs
   Criteria and Standards Division
       Washington, D.C.  20460

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                                  Ill
                                PREFACE



     On November 30, 1977, the Environmental Protection Agency

announced in the Federal Register proposed Federal radiation

protection guidance on dose limits for persons exposed to transuranium

elements in the environment.  In support of this action, the Office of

Radiation Programs also published a summary report "Proposed Guidance

on Dose Limits for Persons Exposed to Transuranium Elements in the

General Environment" (EPA 540/4-77-016, September 1977).

     It is the object of this publication to make generally available

selected reports that, because of length or complexity, were not

included in the summary report.  These reports contain additional

material on the transuranium elements with respect to movement through

environmental pathways leading to the exposure of individuals,

dosimetry models, potential biological effects following inhalation

and ingestion, environmental sampling and radiochemical procedures,

and the technology and costs for cleaning up contaminated land areas.

     Comments on these documents would be appreciated.  These should

be sent to the Director, Criteria and Standards Division (AW-460),

Office of Radiation Programs.
                                       W- D. Rowe, Ph.D.
                                 Deputy Assistant Administrator
                                     for Radiation Programs

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                                   V

                                CONTENTS
Environmental Chemistry of Plutonium	1
W.P. Wood

A Review of Models for the Resuspension of Plutonium
into Air from Soil Surfaces	21
G.V. Oksza-Chocimowski

Parameters for Estimating the Uptake of Transuranic
Elements by Terrestrial Plants	175
D.E. Bernhardt and G.C. Eadie

A Model to Access Population Inhalation Exposure
From a Transuranium Element Contaminated Land Area	213
C. Nelson, R. Davis and T. Fowler

The Physiological Basis of Transuranic
Element Dose Estimates	281
N.S. Nelson

Acute Toxicity of Transuranium Elements	309
N.S. Nelson

Inhalation and Ingestion Models for Humans Exposed To
Radioactive Materials	321
R.E. Sullivan

Evaluation of Sample Collection and Analysis Techniques
for Environmental Plutonium	339
D.E. Bernhardt

Technology and Costs for Cleaning up Land Contaminated
with Plutonium	489
C.B. Smith and J.A. Lambert

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ENVIRONMENTAL CHEMISTRY OF PLUTONIUM
       William P. Wood, Ph.D.
           February 1978
U.S. Environmental Protection Agency
    Office of Radiation Programs
   Criteria & Standards Division
      Washington, D.C.  20460

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1 .    General Properties







     Plutonium is a silvery white metal which readily oxidizes  in



air.  The oxidation rate of plutonium depends upon the temperature  and



the relative humidity of the air and increases as the relative



humidity increases.  In going from 0% to 50% relative humidity, the



oxidation rate will increase by several orders of magnitude.



     Plutonium is capable of forming many compounds with oxygen,



including the simple binary oxides, the peroxide, the hydroxide (or



hydrated oxides), and a series of ternary and quarternary oxides.



Plutonium dioxide (PuO?) is the most stable of the oxides and is



formed under most conditions, especially when plutonium metal is



ignited in air.  PuO? when calcined is highly unreactive under



normal environmental conditions, is extremely insoluble in water, and



if ingested would be highly insoluble in body fluids.  The dioxide  is



the most common form of plutonium encountered commercially.  Because



of its desirable properties such as high melting point (2240 °C),



irradiation stability, compatibility with metals, chemical stability



(AF2_g  = - 253 kcal), and low vapor pressure, plutonium dioxide



has found widespread use as a fuel either alone or in combination with



other compounds.  For example, plutonium-238 is used as a heat  source

 f) O O

(   PuO.) for thermoelectric generators employed in devices such



as heart pacemakers and communication satellites.  When used as a heat



                  .
            238
source, the    PuO. is fashioned into pellet form and then

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encapsulated in a refractory metal.  Other  solid  forms  of  plutonium




are possible but are of  little concern from the standpoint  of  being a




likely environmental contaminent.









2.   Chemical Behavior in Aqueous Environments









     Plutonium dioxide is a highly refractory material  when prepared




at high temperatures and has been found  to  react  slowly with aqueous




solutions.  The rate at  which dissolution precedes  depends  on  such




factors as the pH and  temperature of the solution and the presence  of




oxidizing, reducing, and complexing agents.  As the dioxide dissolves,




plutonium ions are  released which can undergo complexation  and/or




hydrolysis with other  species present in the aqueous phase.  Actually




hydrolysis can be looked upon as a form of  complexation in which the




hydroxyl ion is the ligand.  The most stable hydrolysis product of




plutonium in the pH range generally encountered in  natural waters is




Pu(OH), (Andelman,  1970).  This hydroxide has been  reported (Taube,




1964)  to have a solubility product constant of 7x10     which is




indicative of a high degree of insolubility.




     Potentially four  oxidation states of plutonium (III, IV,  V, VI)




can exist in solution  in equilibrium with Pu(OH),.  The predominant




soluble form of plutonium in a soil/water environment will be




determined by the oxidizing or reducing capability  of the  solution.




The availability of plutonium for uptake by plants  and  other

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biological systems will vary depending upon Che valence  state  (Adams,




1975 and Price, 1973).  Generally, the availability to plants  follows




the valence order V > VI = III > IV.




     Most efforts to ascertain the valence of soluble plutonium have




been theoretical because of the difficulty encountered in determining




valence states at typically low environmental concentrations.  One




means of predicting the predominant plutonium species under specified




conditions is  the use of stability diagrams (Polzer, 1971).  These




diagrams examine the phase relationships between possible plutonium




species as a function of the redox potential of the solution.  Their




use is  limited, however, to systems which are in equilibrium and for




which the concentration of additional ions is insignificant.  Also,




this approach  only considers the thermodynamics of the system and not




the kinetics,  thereby indicating which reactions are posssible but not




how fast they  will occur.  Within these limitations, stability




diagrams can be useful in evaluating the observed environmental




behavior of plutonium.




     From stability diagrams, Polzer (1971) and Andelman (1970) both




concluded that, when the concentration of complexing anions is




insignificant, the predominant form of soluble plutonium will be




Pu  .  However, natural environments contain complex materials from




the decomposition of plant and animal matter which may affect  the




chemical equilibrium of the soil/water environment.  Bondietti (1975)




states that the presence of a complexing agent such as EDTA can




increase the susceptability of Pu   to oxidation to Pu   due to

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the activity-lowering effect that complexation produces.  His  studies




have attempted to ascertain the probable valence  state  of plutonium in




the presence of various organic substances  commonly  encountered  in  the




environment.  He concluded that the Pu(lV)  valence state would be the




most important and that higher oxidation states would be reduced  to




the IV state through the action of phenolic  materials  like humic




substances and reducing sugars like uronides.  Further  valence




reduction to Pu(III), although possible, was not  felt to be likely




under  the redox conditions normally encountered.  Bondietti observed




that only a small fraction (<( 20%) of  the plutonium  in  a soil




contaminated 30 years previously was desorbable and, therefore,




available for uptake by biological systems.  The  majority of the




plutonium was strongly associated with the  solid  phase  and, as a




result,  leaching  losses were concluded to be insignificant compared to




the physical movement of contaminated  soil  particles.




     2.1 Freshwater Environment




         The above observation is consistent with studies of plutonium




released into aquatic systems.  For example, Wahlgren (1973) has  shown




that 95% of the plutonium added to Lake Michigan  as  a result of




atmospheric fallout from weapons testing is rapidly  removed from  the




water  column to the sediments.  Further studies of Lake Michigan  by




Alberts  (1974) have demonstrated that  plutonium is strongly associated




with the sediments and is not easily solubilized  under  aerobic




conditions.  Stagnant, polluted systems however could have a greater

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solubilizing effect due to high concentrations of complexing  organic


material.


         Studies of the fate of plutonium  in  flowing water  systems


have been conducted in the Great Miami River  (Ohio) where discharges


of plutonium from Mound Laboratory have occurred.  These studies


(Bartelt, 1975  and Muller, 1977) have attempted to elucidate  the


mobility of plutonium in aquatic ecosystems.  Consistent with the Lake


Michigan studies, plutonium was found associated with  the sediments


and  that at least 90% of the radioactivity which moves  down the river


does so  as a result of the resuspension/entrainment of  bottom


sediments.


         The predominant chemical  form of  soluble plutonium is,


however, still  open to question.   For example, Alberts' Lake  Michigan


study  indicates that most of the soluble fraction is in an  anionic

                                              o
form with a particle diameter  of less than 30 A .  This may indicate


sorption of plutonium to colloidal silica  and other negatively charged


colloidal minerals.  There has  also been speculation that the VI


valence  state can be an important  environmental species.  The VI


valence  state can be generated  by  the disproportionation of Pu00


during dissolution (Cleveland,  1970):



       3 Pu4"*" + 2 H20  	+•   2 Pu3"*" + PuO^  + 4 H+





          Although simple stability diagrams  do not predict the VI


valence to be important, the presence in natural waters of  complexing

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agents (e.g. carbonates) can stabilize this valence  state  (Andelman,




1970).  One such reaction which might associate plutonium  in  anionic




form is:
             + 2 CO*'
          Even though the chemical behavior of plutonium in  fresh




water is not completely understood, the many studies  to date have




consistently demonstrated that plutonium will quickly associate with




the solid phase and, under  the redox conditions normally encountered




in the environment, solubilization will be minimal.  As long as the




water body is maintained at a fairly constant level and large areas of




the sediment bed are not exposed and allowed to dry,  thereby becoming




a wind resuspension problem, the plutonium activity committed to the




water will be bound there in a form which is relatively insoluble in




biological systems.




     2 .2  Marine Environment




          Because of its long radiological half-life, it must be




assumed that some of the plutonium in any freshwater body will




eventually be carried to an ocean or sea.  Knowledge  of the  behavior




of this radionuclide in a marine environment is therefore important




when evaluating the long term impact of any release to the environment.




          In a study conducted off the coast of Massachusetts by Bowen




et al . , the bioturbation and sedimentation rate effects on plutonium




sediment profiles were examined (Bowen, 1975).  Analyses of  cores

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                                                                             8
taken prior to 1964 and from 1968  to  the  present  showed a progressive




migration of Pu from deeper sediment  layers  to  areas  nearer the




surface.  It appears that primary  amines  emanate  from the deeper




anoxic or nearly anoxic sediment layers.  These amines  seem to be




involved in a mechanism for releasing Pu  from the  sediments,  but when




they reach the oxygenated upper sediment  layers what  appears  to be




microbiological consumption immobilizes the  Pu  again.   In this study




the retnobilization of Pu  is attributed to a  reducing  mechanism,  as it




was in other studies (Edgington, 1975 and Alberts,  1975).   This  would




indicate a redistribution of Pu in the sediments without  a release to




the water column.  The distribution of Pu in sediment samples  with




respect  to particle size was noted as being  uniform.  No  preference




for the  finer  fractions was observed  and  concentrations of these




nuclides per gram of sediment  variel  inly by a  factor of  two  from the




finest to the  coarsest fractions measured.




          The  activities of bottom feeders can  also have  an effect on




sediment Pu profiles.  These fish  tend to enhance  the mixing  of  the




sediments and  the water column.  This will either  increase the




deposition rate of the Pu from the water  column to the  sediments or




in times of relatively low fallout rates, it can  enhance  possible




resolubilization of the sediment bound Pu.   However,  extremely low and




variable Pu levels in the water itself seem  to  indicate that  the Pu




inventory is mostly removed to the sediment  bed.




          In another study, the fate  of plutonium  released to  the




Irish sea over approximately 20 years has been  examined.   This study




                                    7

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(Hetherington, 1975) has noted  that > 96%  of  the  plutonium released




was removed to the sediments in a relatively  short  time  period.   The




mechanism responsible for carrying the Pu  to  the  sediment  bed  does  not




appear to be biological nor does it seem to be a  simple  diffusion




mechanism.  Sorption to particles in the water column  and  subsequent




deposition in the sediment bed appears to  be  the  primary mechanism  for




removing Pu from the water.  Once these sediments are  consolidated,




there appears to be no detectable remobilization  of  the  plutonium.




          Similarly, a study of Bombay Harbor Bay (Pillai,  1975)




observed that 99% of the released Pu was localized  in  the  sediments




around the discharge point, but areas of higher activity were  found  in




locations with particularly high siltation rates.  The Pu-containing




sediments were examined to determine the conditions  necessary  to




release the Pu from the sediment.  Violent agitation for 8  hours  did




not effect any detectable release of Pu to seawater.   Also, extraction




tests using hydrochloric acid at 80  C resulted in no  release  of  Pu  to




the solution.




          As with freshwater systems, the  marine  studies have  shown




that over 90% of Hie Pu entering either as fallout or  in the form of




liquid effluents - was found trapped in the sediments.   This behavior




is mostly attributed to the bonding of Pu  to  the  organic material




associated with sediment particles.  A very small fraction  of  the Pu




entering a body of water remains unfilterable.  Most of  this is




assumed to be Pu in some colloidal form.

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                                                                           10
          Even though Pu is strongly bound to the sediment bed  in most




water bodies it can still move with water currents and other physical




actions.  The effects of biota on Pu behavior are seen mostly in the




sediments.  Both microorganisms and more complex species can alter  the




depth profiles.  Primary amines released deep in the sediment by




microbes can solubilize the Pu in anaerobic regions and carry it




towards the surface.  Microbes in the anaerobic interface regions,




along with chemical reactions, bind the Pu to the sediments again.




Larger biota can physically alter profiles by digging into the bed  and




allowing the overlying water  to penetrate.  The most significant role




of biota is the concentration of Pu in their systems.  The most




notable cases are seaweeds and shellfish.  The seaweeds, with




concentration factors of up to 1000 are by far the most notable.  The




importance of shellfish is their possibility of being a more direct




food source, even though they have a lower concentration factor.









3.   Chemical Behavior in Soils









     Similar to its aqueous behavior, the interaction of plutonium




with soils is not completely understood and has been developed to date




only qualitatively.  This is  in part due to the difficulty in




characterizing plutonium at very low environmental concentrations.




Oftentimes the predominant valence state of plutonium cannot be




established-much less its chemical form.  However, several studies




conducted at sites where plutonium has been in the environment for  as




                                   9

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                                                                           11
long as 30 years have yielded some knowledge of its behavior.  One




such series has been conducted by Tamura at four sites having




different ecosystems.  The selected sites were:  the Nevada Test Site




(Nevada), Oak Ridge National Laboratory (Tennessee), Mound Laboratory




(Ohio), and Rocky Flats (Colorado).  The source terms were different




at the four sites:  at NTS the source was a "safety shot" series which




dispersed plutonium on the oxide, at ORNL an earthen dike gave way




releasing material from a holdup pond, at Mound Laboratory an acid




solution of plutonium leaked from a waste transfer line, and at Rocky




Flats cutting oil contaminated with plutonium  leaked from storage




drums.  The association of plutonium with the  soils of these various




sites will be affected by factors associated with the source term and




the prevailing  local environmental conditions.




     The ease in which plutonium is extracted  from the solid phase can




indicate its availability for biological uptake.  Studies by Tamura




(1976) have shown low extraction (10-15%) from soils of the Nevada




Test Site and Rocky Flats, while ORNL and Mound Laboratory soils




showed much higher extraction (60-85%).  These results are evidence of




the existence of different chemical species at the various sites.




Experiments by  other investigators have provided further evidence of




such differences.  Specifically, autoradiographic analyses of soil




samples from Rocky Flats (Hayden 1974; Nathans 1974; Sehmel 1975) have




shown the presence of discrete particles of plutonium (probably the




oxide) attached to larger soil particles, while the same technique
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                                                                            .2
indicated a general dispersion of plutoniura  in  the  soil  of  Mound

Laboratory (Rodgers 1975).

     In order for plutonium to be incorporated  into  the  soil  matrix,

it must be available in ionic form and capable  of displacing  some

other cation from the matrix.  This could explain the difference  in

the extraction and autoradiography studies at the various sites.  At

NTS and Rocky Flats the plutonium was originally released as  metal  or

oxide particles which require aqueous dissolution to generate

plutonium ions.  Contrastingly, the Mound release was as an acid

solution already containing plutonium in ionic  form which probably

reacted quickly with the  solid phase and was incorporated into  the

soil matrix.  The Rocky Flats and NTS soils, on the other hand, could

contain hydrated or polymerized plutonium oxide attached to soil

particles via adhesion.  Once polymerized, plutonium is slowly

depolymerized by strong acids (Cleveland, 1970) and this could  account

for the low extractability of the Rocky Flats and NTS samples.

     Rodgers (1975) in his studies around Mound Laboratory  proposed a

mechanism for the bonding of plutonium to soils and the following has

been excerpted from his review:
        Proposed bonding mechanisms:  Basically, soils are
        made up of silicate materials and other minerals.
        Quartz sand has a continuous silicate structure
        where each silicon atom is bound to two silicons.
        This continuous structure is interrupted at the
        surface and in natural systems (where water is
        abundant), the surface is composed of unsaturated
        oxygen bonds.  That is, each surface oxygen is
        bound to only one silicon atom.  The remaining
        bond is usually occupied by other cationic species

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                                                                   13
Clays are more complicated, but are also based  on
the continuous silicate structure except that some
silicon atoms have been replaced by Mg2+, Al3"*",
Fe3+, and Fe2+ (mostly A13+).  These  substituted
atoms in the silicate structure result  in variations
in long range crystal structure.  Rather than forming
three dimensional silicate networks as  in quartz,
many clays form two-dimentional sheets  which cleave
easily to form plates.  The surface of  these layered
sheets that make up the clay particles  also exhibit
unsaturated oxygen bonds.  This, in part, accounts
for  the higher sorption capacity in clays (relative
to the same size silicate particle) since sorption
can  take place between the silicate layers within the
clay particles.

The  unsaturated oxygen bonds in natural soils and
clays are occupied by cations  such as H+, K+, Ca2+,
Mg2 t or other available cations.  The bonding
strength order of these cations is:

       H+> Al3+>
In order  to  bond  to  the  silicate,  an  ion must  dis-
place  or  exchange with the  cation  already bonded:

A-Clay +  B+ — > B-Clay + A+.

The  extent of the exchange  depends  on the relative
strength  of  the bonds and  the  relative solution
concentrations of the two  cations.

Some cations form silicate  bonds  that are fairly
weak (such as Na+ and K"1")  and  may  be  only electro-
static while other metal cations may  even develop
covalent  character.

Tetravalent  plutonium ions  are well noted for  the
formation of strong  bonding (complexing) with
oxygenated ligands.  The strength  of  plutonium
oxygen bonds is also indicated by  the acidic charac-
ter  of plutonium hydroxide  forming hydrous  plutonium
oxide.

It is  not surprising then  that plutonium ions  can
compete with hydrogen ions  for the bonding  sites on
the  silicates even when  the Pu^+/H+ concentration

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        ratio is 10"^ or less.  The very large bonding
        potential of plutonium suggests that sorbed plu-
        tonium cannot be significantly displaced  from  soil
        by the concentrations of cations existing in nature.

        Chemicals that complex the plutonium compete with
        the silicate particles for the plutonium  and tend
        to reduce the extent of sorption of the plutonium
        on soil.  For example, the formation of plutonium
        hydrolytic species PuOH3+, Pu(OH)2+, Pu(OH)$,
        and Pu(OH)4 (as well as "polymeric" forms tends
        to reduce ion exchange sorption.  Some of the
        hydrolytic plutonium "polymeric" forms may adsorb
        to the surface of the soil particles and  the
        precipitation of Pu02*(H20) may be nucleated by
        the colloidal soil particles when the plutonium con-
        centrations are relatively high (^>10~° M).  Also
        moderately strong organic complexing agents, such as
        citric acid, can reduce the sorption of plutonium on
        soil.
4.   Interaction with Plants



     As discussed previously, a consideration (Bondietti,  1975) of  the

oxidation-reduction potentials of the valence state couples in the

presence of organic material ubiquitous  to soil indicates  that Pu(lV)

is the predominate valence state in the  environment.  Since the

availability to plants generally follows  the order VI \ VI= III ">  iv

a low uptake of plutonium by plants would be expected.  This

expectation has been confirmed by the numerous studies conducted in

the laboratory and in the environment where many varieties of plants

have been grown in contaminated soils.   The interested reader is

referred to several recent reviews (Bernhardt, 1976; Bulman, 1976;
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                                                                            15
Mullen, 1976; and Thomas,  1976) which  describe  such  details  as the



types of crops grown, the  amount  and chemical form of  the  plutonium



used, and  the method by which  plutonium  was  added  to the growing



medium.



     The results of  these  studies are  usually expressed  in terms of a



"concentration factor" defined as the  quotient  of  the  plutonium



disintegrations per  minute per gram of plant material  and  plutonium



disintegrations per  minute per gram of growing  medium, with  the dry



weights of the plant and growing  medium  usually used.  This  index



indicates  the degree to which  plutonium  is concentrated or



discriminated against  in the  soil to plant pathway.  Even  though a



variety of methods  and conditions have been  used in  these  studies, the


                                                       -4       -5
concentration factors  are  generally of the order of  10  to  10



On occasion some higher values, ranging  as high as 10   , have  been



reported but these  are usually attributed  to external  contamination of



the plant  surface  rather than  incorporation  into the plant tissue.



     Such  small concentration  factors  tend to support  the  conclusion



that the  terrestrial food  chain does not constitute  a  significant



exposure pathway.   However, the observation  has been made  that these



experiments were all of a  short-term nature  and, as  such,  did  not



consider the possibility of increases  in concentration factors over



time due  to a variety  of possible influencing factors.  As a result



preliminary investigations of  several  mechanisms of  increased  uptake



have been  reported  (Cleveland, 1976; Bondietti, 1975;  Romney,  1970;



Lipton, 1976; Price, 1973; and Beckert,  1975).   Included among these



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                                                                           16
are:  1) chelation by organic constituents in the soil or  through  the




addition of fertilizers, 2) increased root absorption zone contact  as




plutonium migrates down through the soil, 3) increased radiocolloid




size due to aging, and 4) the long-term action of microorganisms




present in the soil.




     Much of the research into these mechanisms is in the embryonic




stage, however, the preliminary data have not demonstrated that a




substantial transformation will occur under conditions generally




encountered in the environment.  Most likely, if these transformations




take place, they will occur slowly over the order of years to




decades.  One possible exception might be the chlorination of drinking




water.  A study investigating this possibility demonstrated a rapid




oxidation of Pu(IV) to the more soluble Pu(VI) as a result of




chlorination (Larsen, 1976).









5.   Conclusions









     Although many questions concerning the environmental behavior  of




plutonium are still unanswered, some conclusions can be drawn from  the




information currently available.  To date all indications are that




when plutonium crosses a biological membran e it is discriminated




against (with the exception of some marine plants) and that




bioaccumulation does not occur though the food chain.  Most




assessments of the doses from environmental plutonium have concluded




that the principal exposure pathway is via the suspension of




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contaminated soil particles with subsequent inhalation of these




particles.  The inhalation pathway is then followed in importance to a




much lesser degree by the ingestion of water and foodstuffs.  However,




because of its long radiological half-life and persistence in the




environment, such assessments should take into consideration possible




long-term changes in the solubility characteristics of plutonium, as




well as the ingrowth and mobility of its radiological decay products




before discounting the importance of the ingestion pathway.
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                                                                           18
                               Reference

Adams, W.H., 1975, Studies of Plutonium, Americiuro, and Uranium in
Environmental Matrices, Los Alamos Scientific Laboratory, LA-5661.

Alberts, J-J-, Wahlgren, M.A., Reeve, C.A., and Hehn, P.J., 1974,
"Sedimentary 239,240pu phase Distribution in Lake Michigan
Sediments," in Radiological and Environmental Research Division Annual
Report, Argonne National Laboratory, ANL-75-3 Part III, p!03.

Andelman, J.B. and Rozzell, T.C., 1970, "Plutonium in the Water
Environment, I. Characteristics of Aqueous Plutonium," in
Radionuclides in the Environment, Advan. in Chem. Series No.  93, Amer.
Chem. Soc., Wash., B.C..

Bartelt, G.E., Wayman, C.W., and Edgington, D.N., 1975, "Plutonium
Concentrations in Water and Suspended Sediment from the Miami  River
Watershed," in Radiological and Environmental Research Division Annual
Report, Argonne National Laboratory, ANL-75-3 Part III, p72.

Beckert, W.F. and Au, F.H.F., 1975, Plutonium Uptake by a Soil Fungus
and Transport to its Spores, IAEA-SM-199/72, International Atomic
Agency, Vienna.

Bernhardt,  D.E. and Eadie, G.G., 1976, Parameters for Estimating the
Uptake  of Transuranic Elements by Terrestrial Plants, USEPA,
ORP-LV-76-2.

Bondietti,  E.A., Reynolds, S.A., and Shanks, M.H., 1975, Interaction
of Plutonium with Complexing Substances in Soils and Natural Waters,
IAEA-SM-199/51, International Atomic Energy Agency, Vienna.

Bowen,  V.T., Livingston, H.D., and Burke, J.C., 1975, Distribution of
Transuranium Nuclides in Sediment and Biota of the North Atlantic
Ocean,  IAEA-SM-199/96, International Atomic Energy Agency, Vienna.

Bulman, R.A., 1976, Concentration of Actinides in the Food Chain,
National Radiological Protection Board, URPB-R 44.~

Cleveland,  J.M., 1970, The Chemistry of Plutonium, Gordon and  Breach
Science Publishers, Inc., New York.

Cleveland,  J.M. and Rees,, T.F., 1976, "Investigation of
Solubilization of Plutonium and Americium in Soil by Natural Humic
Compounds," Env. Sci. Tech., K), p802.

J.A. Hayden, 1974."Characterization of Environmental Plutonium by
Nuclear Track Techniques," in Atmospheric-Surface Exchange of
Particulate and Gaseous Pollutants, CONF-740921, USERDA. Wash.', D.C..

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                                                                           19
Hetherington, J.A., Jefferies, D.F., Mitchell, N.T., Pentreath, R.J.
and Woodhead, D.S., 1975, Environmental and Public Health Consequences
of the Controlled Disposal of Transuranic Elements to the Marine
Environment, IAEA-SM-199/11. International Atomic Energy Agency,
Vienna.

Larsen, R.P. and Oldhara, R.D., 1976, "Oxidation of Pu(IV) to Pu(VI) by
Chlorine-Consequences for the Maximum Permissible Concentration of
Plutonium in Drinking Water," in Radiological and Environmental
Research Division Annual Report, Argonne National Laboratory,
ANL-77-65 Part II, p97.

Lipton, W.V. and Goldin, A.S., 1976, "Some Factors Influencing the
Uptake of Plutonium-239 by Pea Plants," Health Phys.,  3±, pA25.

Mullen, A.G. and Mosley, R.E., 1976, Availability, Uptake, and
Translocation of Plutonium Within Biological Systems,  USEPA,
EPA-600/3-76-043.

Mullen, R.N., Sprugel, D.G., Wayman, C.W., Bartelt, G.E., and Bobula,
C.M.,  1977, "Behavior and Transport of Industrially Derived Plutonium
in the Great Miami River Ohio," Health Phys., 33, p411.

M.W. Nathans, 1972, The Size Distribution and Plutonium Concentration
of Particles from  the Rocky Flats Area, TLW-6111, LFE Corporation.

Pillai, K.C. and Mathew, E., 1975, Plutonium in Aquatic Environment -
its Behavior, Distribution and Significance, IAEA-SM-199/27,
International Atomic Energy Agency, Vienna.

Polzer, W.L., 1971, "Solubility of Plutonium in Soil-Water
Environment," in Proceedings of the Rocky Flats Symposium on S.afety in
Plutonium Handling Facilities, CONF-710401, USAEC, Wash., D.C..

Price, K.R., "A Review of Transuranic Elements in Soils, Plants, and
Animals," 1973, J. Environ. Quality, 2, p62.

Rogers, D.R., 1975, Mound Laboratory Environmental Plutonium Study
1974,  MLM-2249.

Romney. E.M., Mork, H.M., and Larson, K.H., 1970, "Persistence of
Plutonium in Soil, Plants, and Small Mammals, Health Phys., 19, p487.

G.A. Sehmel, "A Possible Explanation of Apparent Anomalous Airborne
Concentration Profiles of Plutonium at Rocky Flats," Pacific Northwest
Laboratory Annual Report for 1974, to the USAEC Division of Biomedical
and Environmental Research, BNWL-1950, Part III, Atmos.
                                   18

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                                                                          20
T. Tamura, Physical and Chemical Characteristics  of Plutonium in
Existing Contaminated Soils and Sediments,  1975,  IAEA-SM-199/152,
International Atomic Energy Agency,  Vienna.

T. Tamura, private communication (1976).

Taube, M., Plutonium, Pergamon Press,  Oxford,  1964.

Wahleren, M.A. and Nelson,  D.M., 1973, "Residence Times  for  239Pu
and 13/cs £n La^e Michigan  Waters,"  in Radiological  and
Environmental Research Division Annual Report, Argonne National
Laboratory, ANL-8060 Part III, p85.
                                  19

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                                                                      21
A REVIEW OF MODELS FOR THE RESUSPENSION OF PLUTONIUM INTO AIR

                      FROM SOIL SURFACES
                 George V. Oksza-Chocimowski
                          July 1976
      Formally Published as Technical Note ORP/LV 76-11
             U.S.  Environmental Protection Agency
      Office of Radiation Programs - Las Vegas  Facility
                   Las Vegas,  Nevada  89114

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                                                                 22
                         DISCLAIMER
     This report has been reviewed  by  the  Office  of Radiation
Programs - Las Vegas Facility,  U.S.  Environmental Protection
Agency, and approved for publication.   Mention  of trade  names
or commercial products does  not constitute endorsement or
recommendation for their use.
                               11

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                                                               23
                              PREFACE


     The Office of Radiation Programs of the U.S.  Environmental
Protection Agency carries out a national program designed to
evaluate population exposure to ionizing and non-ionizing
radiation, and to protect the public health and safety by
promoting development of the necessary controls.

     The present report comprises a review and evaluation of
presently available analytical, empirical, and computerized
models intended to predict the redistribution of plutonium
following initial ground deposition, with special  emphasis being
placed on resuspension.

     Readers of this report are encouraged to inform the Office
of Radiation Programs of any omissions or errors.   Comments or
requests for further information are also invited.
                                   Donald W.  Hendricks
                                   Director,  Office of Radiation
                                   Programs,  Las Vegas Facility
                                111

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                          ABSTRACT

     Presently available models of plutonium resuspension are
presented and discussed in this report.   The models include
1) time-dependent resuspension factors (Langham, 1969; Kathren
1968; Anspaugh et al.,  1974), 2) Slinn's wind/erodibility-
dependent factor (1975), 3) mass-loading, 4) Sehmel and Orgill
(1973) wind-dependent airborne concentration, 5) friction
velocity-dependent dust flux/concentration, (Gillette and Shinn,
1974), 6) atmospheric diffusion [Healy,  Fuquay  (1959, 1974)],
7) Horst et al. analytical model (1974), 8) computerized
approaches [Amato, Travis (1975)].   The  relationships of some of
these models are investigated and discussed, as well as various
factors affecting resuspension.
                               IV

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                                                                  25
                             CONTENTS
                                                            Page
ABSTRACT                                                      iv
LIST OF FIGURES                                               vi
LIST OF TABLES                                              viii
ACKNOWLEDGMENTS                                               ix
INTRODUCTION                                .                   1
RESUSPENSION FACTORS                                          12
  1.  Langham's Model                                         12
  2.  Kathren's Model                                         13
  3.  Surface Contamination and Penetration into the Soil     14
  4.  Soil Profile and Time-Independent Attenuation Factor    16
  S.  Soil Profile and Time-Dependent Attenuation Factor      18
  6.  Effects of Particle Size on Adhesion                    23
  7.  Contribution of Radioactivity to Weathering Processes   26
  8.  Anspaugh's Model                                        34
  9.  Short Critique of Resuspension Factor Concept           47
 10.  Slinn's Model                                           49
MASS LOADING                                                  50
SEHMEL AND ORGILL MODEL                                       51
GILLETTE AND SLINN MODEL                                      54
RESUSPENSION RATES                                            63
  1.  Healy and Fuquay Model                                  63
  2.  Healyfs Model                                           72
  3.  Horst's Model                                           90
RESUSPENSION RATIO (AMATO'S MODEL)                           102
TRAVIS'S MODEL                                               110
CONCLUSIONS                                                  118
REFERENCES                                                   125
BIBLIOGRAPHY                                                 131

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                          LIST OF FIGURES


Number                                                      PaSe

  1  Soil fractions resuspended and available for             8
      resuspension

  2  239Pu Soil profiles with time, from Table 4             17

  3  Relative distribution of 137Cs with depth on
      Captina silt loam
                                                             19
  4  Recoil ejection of atoms.  Alpha decay of 239Pu
      ejects the recoil 235U nucleus if it was generated
      within its range Da of the surface.  A portion of
      the atoms along the track are ejected in the
      process                                                28

  5  Atmospheric particle and sphere with equivalent
      aerodynamic behavior.   Reproduced from Stein,
      Quinlan and Corn, American Industrial Hygiene
      Association Journal  27,39 (1966), by permission       32

  6  Least-squares fit to gross-gamma air activity
      levels three to eleven months following
      Baneberry venting. [From Anspaugh et al. (1973)]       37

  7  Time dependent half-time, T ^(t), resultant from
      exponent  (0 .15/Vd"ays)Vt" in Anspaugh Ts model,
      compared to experimentally determined half-time
      values                                                 39

  8  Several time-dependent resuspension  factor models.
      Counterclockwise from far left:  Langham's,
      Kathren's, Anspaugh's model without the constant
      term 10"9m"1, Anspaugh's model with the constant
      term. [After Anspaugh et al.   (1974)]                   40

  9  Tungsten-181 air activity as a function of time,
      from Project Schooner.  [From Anspaugh et al.
      (1973)]                                                 43

 10  Tungsten-181 air activity levels (corrected to
      zero time) as a function of time at six stations,
      from Project Schooner.  [Adapted from Anspaugh
      et al. (1970)]                                         43


                                vi

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                                                                     27
                    LIST OF FIGURES  (Continued)


Number                                                       Page

 11  "Reference Dust Flux" F  and exponent Yas  functions

      o'f the soil credibility index    [From Shinn et al.
      (1974)]                                                 58

 12  Exponent  y expressed as a function of F                  60

 13  Exponent  .y of Gillette and Shinn model expressed
      as function of credibility index I                      61

 14  Presumed  relationship of distance parameters in
      Healy and Fuquay equation of airborne concentration
      downwind from an area of finite downwind  extent
      [Equation (87)]                                         66

 15  Line source increment dST                                68
                             Li

 16  Revised interpretation of parameters employed  in
      Healy and Fuquay equation for  airborne concen-
      trations downwind  from an area of finite  downwind
      extent    [Equation  (93)]                                69

 17  Comparison of CTZ for Pasquill's curves and Sutton

      using parameters of Table 9                             77

 18  Comparison of a  for Pasquill's curves and Sutton

      using parameters of Table 9                             77

 19  Healy's resuspension rates as function of  average
      wind speed                                              88

 20  Deposition, resuspension and downward  migration
      in a typical interval in Amato's model                 103

 21  Vertical  and horizontal comtaminant mass flows
      in/out of a typical cell in Travis' model
      [Adapted from Travis  (1975)]                           111
                                  vn

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                                                                    28
 3  Factors Influencing Wind Erosion
                         LIST OF TABLES

Number

 1  Mode of Transport as Function of Particle Size            7

 2  Soil Fractions Resuspended and Available for
     Resuspension                                             °
                                                            10
 4  Distribution of Residual 239Pu in Undisturbed
     Soil Profiles                                          17

 5  Short Summary of Experimental Results on
     Resuspension of Activity in the Air
     [After Stewart (1967)]                                 46

 6  Resuspension Factors for Plutonium and
     Other Radioisotopes [From Mishima (1964)]              48

 7  Observed Air Concentrations Compared with
     Concentrations Predicted by Mass Loading Model
     [Adapted  from Anspaugh et al. (1974) and
     Anspaugh  et al.  (1975)]                                52

 8  Soil Erodibility  Index I Based on Percentage of Soil
     Fractions  Greater  than 840 Micrometers in Diameter
     [Adapted  from Chepil and Woodruff (1959)]              62

 9  Values of  V,/u as Function of Atmospheric

     Conditions, Roughness Height, Reflection
     Factor and Particle Size  [After Healy  (1974)]          76

10  Terminal Velocities of PuO- Spherical Particles
     in Air                                                 78

11  Calculated Values of Vt/u                               80

12  Resuspension Rates  (Pickup Coefficients) Used
     in Healy's Model  (1974)                                85

13  Surface Pickup Coefficients, Computed Using
     Healy and Fuquay Model (1959)                          86

14  Basic Grouping of Resuspension Models,  According
     to Main Concepts Employed or Derived for Their Use     119

15  Main Features of Resuspension Models and Conditions
     to Which  They Are  Best Applicable                      120
                                  Vlll

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                                                                   29
                          ACKNOWLEDGMENT

     The author gratefully acknowledges the advice and support of
numerous individuals in the preparation of this report.  Special
recognition is extended to Messrs. D. E. Bernhardt and
D. J. Nelson, for constructive criticism; to Mr. B. J. Mann, for
supporting and encouraging the author's decision to introduce
personal contributions into the report; all of the Office of
Radiation Programs - Las Vegas Office of the Environmental
Protection Agency (EPA), and last but certainly not least to
Mrs. Edith M. Boyd, of the same office, for her good humour and
fortitude in typing the report.

     Thanks are also extended to Dr. Gordon Burley and
Dr. William Wood, of the EPA Environmental Standards Branch; to
Dr. W. George N. Slinn, of the Department of Atmospheric Sciences,
Oregon State University; to Dr. Amelio J. Amato, of the Mathe-
matics Department, Norfolk State College; to Dr. Dale A. Gillette,
of the National Center for Atmospheric Research , for their helpful
comments, suggestions, and assistance in reviewing drafts of this
report.  The indicated thanks to the above individuals does not
exclude gratitude to the many additional people, some of whom are
referenced in the text, who assisted the author in compilation
and evaluation of the information in this report.

     The author, although recognizing the assistance of many
people, accepts full responsibility for the content of this
report.
                                   IX

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                                                                   31
                          INTRODUCTION

     For historical reasons, the concern with contaminants dis-
charged to the atmosphere has been traditionally limited to the
material during the course of dilution, before deposition had
occurred.  However, with nuclear power quickly becoming a valid
alternative to rapidly depleting traditional sources, other
aspects of the contamination problem have to be considered.

     Effluents from operating nuclear facilities are likely to be
radioactive, to an extent varying with the nature of the release
(expected or accidental) and the type of facility.  A "cloud" of
such effluents, affected by atmospheric motions in the same
manner as would be more common pollutants, would nevertheless
pose additional hazards, not encountered in the latter case.

     Conceptually, two elements of risk are involved.  The first
element  is the danger of direct radiation exposure and inhalation
of radioactive substances during cloud passage.  The second
element  is the radiation insult on a long-term basis from the
radioactive material deposited during cloud passage.  This second
element  includes direct radiation exposure, inhalation of resus-
pended material, and ingestion of food contaminated by the depos-
ited material.  Under nominal conditions, and depending on the
isotopic inventory of the effluent, the exposure to yradiation
and breathing hazard associated with long-term occupancy of an
area contaminated by deposition from the passing cloud may be
comparable to that resultant from the cloud passage.

     After deposition of the radioactive particles on ground
surfaces, vegetation, or other obstructions in their path, these

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                                                                    32
particles may be moved or again become airborne, "resuspended",
through the action of wind forces.  When the contamination is due
to long-lived radioactive materials which do not give rise to a
significant external radiation field, the inhalation hazard due
to resuspension is particularly important.   Such materials are
those containing alpha active species and include plutonium,
uranium, and polonium.

     Of particular interest is plutonium-239, because of its
unique usefulness as a reactor fuel in breeder reactor concepts.
Plutonium-239 (half-life 24,400 yrs) normally decays by emission
of alpha particles of an average energy of 5.15 MeV, with addi-
tional soft X-rays (17-20 and 60 KeV) being given off either by
impurities or decay products.  One microgram of pure plutonium-
239 gives off approximately 140,000 alphas per minute, which
represents a specific activity of 60 mCi/g (Langham, (1969a).

     Upon release, either expected or accidental, from a nuclear
facility, plutonium would be dispersed in the form of fine
partitulates, often as Pu02, (Fish et al., 1972; Mishima, 1964)
which would serve to reduce the specific activity.  In addition,
the dispersion of relatively large quantities of plutonium oxide
over areas large enough to constitute a potential hazard to the
local ecosystem would result in much lesser specific activities
per gram of contaminated soil.  The highest values reported by
E. M. Romney, H. M. Mork, and K. H. Larson in a 1970 study,
almost eleven years after a high explosive detonation, were
equivalent to about  6  x 10~   mCi/g in the top three centimeters
of topsoil.  Simultaneously, alpha activity in windblown material
indicated that wind erosion had caused considerable redistribu-
tion of the original fallout contaminant (Romney et al., 1970).
Similar conclusions were reached by S. E. Poet and E. A. Martell
in a study of plutonium-239 contamination in offsite areas near
the Rocky Flats plutonium plant.  Measurements in the top one
centimeter surface layer of soils showed concentrations up to

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                                                                    33
hundreds of times that of fallout.  Most of this offsite accum-
ulation of plutonium-239 corresponded to a period in which
plutonium on the plant site was exposed and subject to wind
reentrainment  (Poet and Martell, 1972).

     These are but two concrete examples of plutonium redistribu-
tion as affected by meteorological factors.  Conceptually they
involve nothing new, inasmuch as any material deposited on or
forming part of the upper layer of topsoil is prone to be redis-
tributed by the action of wind forces.  Roughly one-tenth of the
global mass of atmospheric aerosols is presumed to consist of
dust, based on estimates of worldwide wind erosion of soil
amounting to 2 x IQ1*- 106 tons per day (Travis, 1975).  A single
dust storm on May 12, 1934, removed an estimated 200 to 300
million tons of material, mostly fertile topsoil, from the Great
Plains cultivation areas  (Hilst § Nickola, 1959).  Similar
occurrences have plagued agriculturalists the world over since
time immemorial.

     Some concepts in the field of soil erosion were contributed
by  Bagnold, Chepil, Hilst, Nickola and many others.  Bagnold
 (1941) described the initiation of particle movement as occurring
by  either or both of two means:

     1.   Air moving past a particle resting on a surface may
          exert sufficient drag to dislodge it from this surface
          and  subsequently cause it to roll, slide or even become
          airborne by bouncing off other loose particles or
          minute irregularities of the terrain.  Assuming that
          the particle is sufficiently large for forces of
          cohesion or adhesion to be ignored (more will be said
          about them later), it can easily be shown that drag
          forces may overcome the forces of gravity on a particle
          resting on the ground.

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                                                          34
Drag forces are proportional to a particle cross-
sectional area,
     FD a D   where FD = drag force

                     D = diameter of particle

Gravity forces are proportional to a particle mass and
thus to the particle volume
     F  = mg = pVg a D3 where F  = gravity force  (2)
      &                        o

                               m = mass

                               g = acceleration of
                                   gravity

                               p = density

                               V = volume.

The ratio of drag to gravity forces is thus inversely
proportional to the particle diameter.


     FD   D2   1
        a — a -                                  (3)
               D
Consequently, the smaller the diameter of a particle
(down to certain limits) the greater the propensity for
being dislodged by wind forces.

Once airborne, the particle may acquire additional
kinetic energy from the air stream and, returning to
the surface by the action of gravity, transfer part of
the momentum to a stationary particle, dislodging it in

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                                                                   35
          turn.   This  is  the second mechanism of initiation of
          motion.  The falling particle may also do one of
          several other things:

          a.    Collide elastically (almost),  returning to the air
               stream

          b.    Roll or slide along the surface

          c.    Be absorbed into the surface without further
               motion

          d.    Shatter another particle

          e.    Shatter itself (Hilst $ Nickola,  1959)

     All of these mechanisms, singly or in combination, involve
energy transfer to the soil, a particle, a number of particles
and/or a number of particle fragments.  Assuming that  the rate of
particle "pick up" by direct wind forces is maintained, the
dislodgment of additional particles by impingement of those
previously airborne would result in a rapid increase in the
number of moving particles as a function of distance downwind
from the site of the initial movement.  It has often been observed
that erosion of a surface increases downwind from its  upwind edge
(Bagnold, 1941; Hilst § Nickola, 1959).

     It should be pointed out that an airborne particle does not
necessarily have to return to the surface shortly after wind
pickup.  Once airborne, a particle is subject to two forces:
the force of gravity, downwards, a function of mass, and the
force of air resistance or drag, function of the particle size
and velocity, acting in the direction opposite to that of par-
ticle motion relative to the surroundings (air stream, in this
case).   Drag forces on particles of small size may exceed the
force of gravity by several orders of magnitude, thus forcing the

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particle to conform very closely to the motion of the air stream
in which it is carried.

     Drag force in air   FD -'C x ^ pav2                    (4)

                    where C = constant, experimentally determined

                          p = density of particle

                          a = cross-sectional area of particle

                                     where D = diameter.
                          v = relative velocity of particle in
                              air stream

     Recalling that gravitational force Fg = mg = pVg
where V = volume = ^- nD3, a ratio defining the propensity of
a particle to remain suspended may be established:
                                              C x —
      'Susceptibility"  =    Drag force      _  	2_
                         Gravitational force  P  -     *      *• '
                                                            (6)
Again, the smaller the particle diameter the greater the "suscep-
tibility" and the particle tendency to remain aloft.  Thus the
ratio of these two forces in air is not altogether different from
their ratio with the particle resting on the ground.  In the
latter case the relative velocity was assumed to be that of the
                                                                   36

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                                                                      37
air stream,constant  for a given set of conditions.   In air,
relative velocity is subject to change, being  initially close to
the air stream velocity but decreasing in  time  to  a  value known
as "terminal  velocity,"  corresponding to unit  susceptibility.
This is the velocity with which smaller particles  will return to
the ground, unless impeded by updrafts effecting  further changes
in their relative velocity.  Thus, a small particle  may travel
many miles before touching ground.  Larger particles,  under the
same conditions,  may return to the surface shortly after "pickup,"
without ever  achieving terminal velocities, by  virtue  of their
small  susceptibilities.  Consequently, the size of the particles
will determine, within some rather nebulous limits,  their general
mode of transport, defined in Table 1  (Bagnold, 1941;  Hilst §
Nickola,  1959).

    TABLE  1.   MODE OF TRANSPORT AS FUNCTION OF  PARTICLE SIZE
  Mode  of Transport	Description of Motion	Particle Diameter
   Surface creep           Sliding or rolling along     "large,"  D >1000 ym

   Saltation              By leaps and bounds, in     "intermediate,"
                         short hops along surface,    50 urn 
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                                                                   36
proportion of particles smaller than  100 micrometers  in  the soil
(Chepil, 1945a).  The source gives tables  of  average  results
indicating this relationship,summarized below by means of a table
and graph.
       TABLE 2.  SOIL FRACTIONS RESUSPENDED AND AVAILABLE
                 FOR RESUSPENSION *
  Soil  Type

Sceptic Heavy Clay

Fine Dune Sand

Hatton Fine Sandy
 Loam

Haverhill Loam
   Percent of soil
Removed in Suspension

         3.2

        16.6


        32.2

        38.1
Percent of Particles
<100 urn in the soil

        1.5

        8.0


       26.0

       32.0
*  After W.S.  Chepil»  "Dynamics of V.'ind Erosion: I Nature of
   Movement  of  Soil by Wind;4 Soil Science, Vol-60  (1945)
                         10         ?0         30
                          % particles < 100pm
            Figure  1.   Soil Fractions  Resuspended and
                       Available  for r.esuspension
                                  8
                                     40

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                                                                   39
Obviously some particles larger than 100 micrometers were carried
in resuspension.  To obtain a closer correspondence of particles
percent in the soil to suspended fraction, the limits on particle
sizes susceptible to resuspension may have to be revised.  The
great number of intervening factors affecting soil erosion (and
thus resuspension) should suggest how speculative these limits
are.  Some of these factors have been listed by G. R. Hilst and
Nickola and some by W. S. Chepil, (see Table 3).

     Presumably, an accurate prediction of the amount of erosion
at a certain location at a given time would involve consideration
of all the above factors.  This would mean, naturally, that the
effect of any one of these factors, suitably parameterized, and
in combination with average wind speed, would have to be deter-
mined independently of any other, i.e., holding all others
constant.  The difficulties of physically achieving this are
obvious.

     There exist numerous empirical relationships of sometimes
uncertain limits of applicability, each relating several of these
factors to soil transport.  However, by the very nature of the
process followed in their derivation, the effect of other vari-
ables had to be neglected or included by means of "constant"
factors varying discretely with gross changes in the variables
not of interest.  That these factors would have to be applied in
order to maintain the applicability of the equation over certain
range of conditions would tend to obscure the true importance of
the variables under study.  The magnitude of the effects pre-
sumably due to one defined parameter may thus completely over-
shadow the influence of others, conceivably of great importance
under different conditions.  Even parameterizing some of these
factors can be a project of great complexity, plagued by a
multitude of different approaches with differing concepts and
methods of measurement.  In addition, the paucity of reliable
physical equations makes successful dimensional analyses improb-
able.

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             TABLE 3.   FACTORS INFLUENCING WIND EROSION

     AIR (l)	  	GROUND (l)        	SOIL (lj

 Velocity              Roughness             Structure affected by:
 Turbulence            Cover                   Organic Matter
 Density affected by:   Obstructions             Lime Content
   Temperature         Temperature             Texture
   Pressure            Topographic Features  Specific Gravity
   Humidity                                  Moisture
 Viscosity

 SURFACE PROPERTIES (2)

 Large-scale surface roughness
   Mechanical turbulence
   Overall sheltering
 Small-scale surface roughness
   Sheltering of individual particles
 Area of erodible surface
 Vegetative cover
   Live vegetation
   Plant residue
 Cohesiveness of individual particles
   Moisture of surface
   Binding acting of organic materials

 PARTICLE PROPERTIES (2)

 Particle size frequency distribution
   Ratio of erodible to nonerodible  fractions
 Particle density
 Particle shape

 METEOROLOGY FACTORS (2)

 Wind velocity distribution in the surface layer
   Mean wind speed
   Wind direction
   Frequency, period,  and intensity  of gusts
   Vertical turbulent exchange

 Moisture content on ground surface
   Precipitation
   Dew and frost
   Drying action of the air

(l)  W.  S.  Chepil, "Dynamics of Wind  Erosion: I  Nature of Movement
    of Soil by Wind,"  1945.
(2)  G.  R.  Hilst and P.  W. Nickola, "On the Wind Erosion of Small
    Particles," 1959.
                                  10

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                                                                    41
     Consequently, attempts at modeling erosion processes, in
particular resuspension, have been limited to relating several
grossly measurable variables by means of factors or strictly
empirical expressions which may reflect no more than a circum-
stantial relationship, thus bypassing the complications inherent
to the use of parameters of greater physical significance.
Paradoxically, the very lack of physical meaning of the para-
meters used may eventually lead to their applicability to a wide
range of conditions, such as often found in gaging resuspension
over wide areas,  in which the factors listed in Table 3 could
show great variability, both spatially and temporally.
                                11

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                      RESUSPENSION FACTORS
1.   LANGHAM'S MODEL
Air Concentration .(/iCi plutonium/m3 )  = 7 x in ~5 m~'
     Evidently, one of the earliest attempts to produce a simple
means of predicting the extent of resuspension of pollutant from
a contaminated surface dates back to 1956.  P. S. Harris and
W. H. Langham correlated surface deposition and air concentration
measurements of plutonium at the Nevada Test Site (NTS) by use of
a quantity known as the "resuspension factor", R

  R
     ~ Surface Deposition (/iCi plutonium/m2 )
In addition, an "attenuation factor", A., was calculated to
describe the exponential decline in air concentration with time
due to progressive reduction of the amount available for resus-
pension.  For NTS conditions, this corresponded to a half-time of
35 days (Langham, 1969a, 1971)
          A  =
               1(1/2)  35 days
The processes whereby a pollutant becomes less erodible are com
monly grouped under the general term "weathering" (Anspaugh,
1975) .   They involve the transport of small particles downward
into the soil by percolation and cementing of smaller particles
into or onto larger ones by the force of adhesion or cohesion.

     From the definition of resuspension factor, the air concen
tration at any time t is

          C (t) = R  S  (t)                                 (9)
                                 12

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    Where C (t) = air concentration at time t, /iCi/m
             D
              F = resuspension factor, m~'

         S0 (t) = surface concentration at time  t, uCi/m
          CL

However, the decrease in air concentration C(t)  has been related
to contaminant immobilization in the  soil by  the attenuation
factor A,.

          Sa(t) = Sa(o) e"V                                (10)
2.   KATHREN'S MODEL
     A formulation similar  to Langham's was used by  Kathren
(1968), with  T, = 45 days,  commonly referred  to as the  "Kathren
model."   In this model, however,  the  coefficient A.  is  referred
to as the "air concentration reduction factor," which implies  a
different interpretation  (Equations  (11)  and  (13) below).

Combining (9) and (10),
          C(t) = RF  Sa(o)  e'                                 (11)

and since by definition  of R~,

          C(o) = RF  Sa(o)                                    (12)

it follows that

          C(t) = C(o) e"XAt                                  (13)

Consequently, the rate of  decay of  air  concentrations may  be  used
to describe the decrease in availability of resuspendible  parti-
cles in the soil.
                                  13

-------
                                                                    44
3.    SURFACE CONTAMINATION AND PENETRATION INTO THE SOIL

     It should be pointed out that the term S&(t) in Langham's
and Kathren's models can be misleading, inasmuch as measurements
of "surface" contamination are made considering the top layer of
soil, i.e., that portion of the total contamination which is
available for resuspension.  Thus, S  should be differentiated
from total activity existing in the soil per unit surface area
SA, since a fraction of the latter may be due to the radionuclide
present at depths greater than that of the easily erodible
surface layer.  The two quantities, S  and S., can be related
                                     a      A
once the distribution of contaminant throughout the soil is
known.

     Beck (1966) and Anspaugh (1975) expressed the distribution
of the pollutant in the ground in terms of activity per unit mass
of soil, S , as an exponential function of depth Z times an
empirical constant, characteristic of the soil, known as the
"soil profile relaxation constant," Xp .
          Sm (Z) = Sm(o) e'V                              (14)
  where S (Z) = activity per unit mass of soil at depth Z, V— —
        S (o) = activity per unit mass of soil at surface, ^Ci/gm

            Xp= relaxation constant, cm"

            Z = depth, cm

The contribution to the total activity per unit surface area S.
                                                              A.
of an infinitesimal element of contaminated soil mass extending
to a depth dZ is therefore
          dSA = Sm(Z) p dZ                                   (15)

     where  P = density of soil, gms/cm3
                                 I/!

-------
                                                                   45
Consequently the total activity due to that fraction of  the  soil
extending from the surface to a depth D can be obtained  by
integration
          SAD  =J   VZ)pdZ                                  (16)
                o
              - Sm(o)p/D e~V dZ                            (17)
       fD  -A_Z
      o

P  C I
     where SAD  =  total  activity "above D,"
Obviously,  the  total  activity due  to  contamination extending from
ground  level  to the  farthest extent of penetration of pollutant
can be  obtained in similar  fashion, by integrating from  0 to
infinity.
           S   =     s(Z)P
-------
Choosing D to be the usual depth to which samples of  surface
concentration S  are taken, Langham's and Kathren's surface
               3.
concentration S  can be related to the total activity per unit
               3-
area S..
          Sa - SA YAD = V1  - e~APD)                        (22)

4.   SOIL PROFILE AND TIME-INDEPENDENT ATTENUATION FACTOR
     The present author judges X  to be, obviously, a function  of
time,  since upon initial  deposition of the contaminant the  entire
activity will be concentrated in the top layer of the soil.

     At time t = o,  S  (o) =  S.                              (23)
                      d       -f\

     Consequently,   X  (o) = °°                               (24)
As  time progresses,  the transport of particles into the soil by
percolation would establish a certain profile of activity distri-
bution with depth.   Thus  X  is some as yet unspecified function
of  time, X  (t), and  equation  (22) should be properly rewritten  as


          Sa(t) = Sa(o)[l - e"Xp(t)D]                        (25)

where S. was replaced with S  (o) making use of the relationship
in  equation (23).

Equating the above expression with equation (10), it becomes
clear that

          1 - e-Vt)D -  e-V                               (26)

                              ~X t
and hence Xp(t)  =    ln (1 ' e  A j                          (27)
From the above equation, X (t) should be expected to decrease by
a factor of 2 with every  35 or 45 days, depending on whether
                                 16

-------
           Tablet. Distribution of residual 23'Pu in und'nlmbcd soil profiles
Profile depth
(cm)
0-3
3-6
6-9
9-12
l'rofilc(T)
(dis/min/g)
2060(1.3)*
163
21
54
Profile©
(dis/min/g)
12,050 (10.8)
2-1 '10
3-14
353
Profile®
(dis/min/g)
6200 (10.8)
1710
5-15
215
         * Residence time (year) of residual M9Pu when sampled.

        Reproduced from Health Physics Vol.  19, page 488
        (1970),  by permission of the  Health  Physics Society.
                                                                        47
        •H
        >
        •H
        •(->
        u
        ni
        •P
        o
        H
        o

        <~r
        (D
        PQ
        ti
        O
        •H
        4->
        O
        rt
Figure  2.
   1369

              Depth D (cm)

239Pu Soil Profiles with Time, from Table 4.
                         17

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                                                                    48
Langham's or Kathren's value of XA is used.  This implies that
the pollutant would have to be distributed over twice the depth
with every such time interval.  As could well be expected, this
is hardly the case.  Olafson and Larson (1961) noted that
Plutonium-239 remains very near to the soil surface during long
periods of time, and that there was very little evidence of
downward migration in the 11 years following the Trinity test in
New Mexico.  Analyses of profile samples at Yucca Flats showed
some downward migration to a maximum depth of two inches, but
with little change over a two-year period  (Mork, 1970).  Vertical
profiles obtained by Poet and Martell (1972) at Rocky Flats
indicate comparable activities at depths up to 10 centimeters in
areas presumably contaminated as result of the 1957 fire, in
undisturbed areas east of the plant, and in areas heavily con-
taminated by the oil spill in 1967, some of which had been
ploughed.  Data typical of plutonium-239 distribution in profiles
of undisturbed soil (see Table 4) obtained by Romney, Mork and
Larson  (1970) show little difference between distributions after
1.3 years of residence in the soil and those resultant from 10.8
years residence (Figure 2).

5.   SOIL PROFILE AND TIME-DEPENDENT ATTENUATION FACTOR

     From the preceding discussion in Section 4, it would appear
that X  (t) cannot be related to a time independent attenuation
factor  X» as indicated by equation (26).  Nevertheless, that
X (t) changes with time is undeniable, since from an original
magnitude of X (o) = oo at t = o (deposition time) it must
decrease to the much lower values measured by the several
researchers mentioned below.  Furthermore, once these low values
are reached little additional change is observed with further
passage of time.   In effect, Rogowski and Tamura (1970) calcula-
ted X  = 0.86 cm'1  by fitting data points obtained over a span of
two years after deposition to an equation Y   = e  p  ,  where Y
                                           ""                  BD
is the fraction of total activity below a depth of D centimeters
(Figure 3).

-------
                                                                           49
               50
               20
             >
             5
                10
             §  5
JSp
Vi
V""
.. \ _-
\
•\

----
	 .
— :_
	
APPLIED 10-20-1964
	 • 12-26-1964
A 10- 8-1965
•-•• 0 7-19-1966
T 10-15-1966
V -o-OBGO
TBD'e
""" YnrfRELATIVE AMOUNT
\ OF NUCLIDE BelOW D
\ 0 = DEPTH (cm)
••V
	 ,.T\
1
	
::_:-:;



	 \
_. 	
	


'
	
._ -


—
i;


—
                 024    6   8    10   12
                            DEPTH (cm)
            Fio.3. Relative  distribution  of 137Cs with
                   depth on Ciiptina silt loam.


  Reproduced from Health Physics Vol.  18,  page  473
(1970) by permission of the  Health Physics Society.
                             19

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                                                                    50
Little difference is apparent between the point distribution two
months after application and that of almost two years later.
Thus, not only was a practically constant value of X  effective
for the two years after deposition, but also, this constant value
was very nearly reached in the first two months following the
event.  Similar conclusions were reached by Beck (1966)  on the
basis of results obtained by a number of investigators.  He
decided that "fallout isotopes present in the soil for longer
than one month can be reasonably assumed to be distributed
exponentially as a function of depth with a relaxation length of
approximately 3 cm"  (X  = 1/3 cm  ).

     What happens in this initial period of one month is crucial
in modeling X  as a  function of time.  Summarizing the known
facts about the behavior of \ , the following points may be
restated:
     1.   At time t = o,  X (o) = *

     2.   At time t >n years,  X  = Constant (a more precise value
          of n may depend on the soil, amount of rainfall, etc.)

     3.   At time t^l month,  X  =  constant (the degree of
          approximation to the final constant value depending,
          again, on local conditions)

Obviously a very rapid drop in X  must occur within a short time
interval after deposition, to  be followed by a much slower rate
of change, with X  beginning the asymptotic approach to a
constant value within a few weeks after initial surface conta-
mination.  This suggests, to the author, several possible forms
for X (t), of which equation (28) is the simplest, though not
necessarily the "best,"  or most accurate.
          Ap(t) = £ + B                                     (28)

                                 20

-------
                                                                    51
     where A,B  = constants, controlled by local conditions
              t = time

     The import of the preceding discussion is that,  if ^  (t)  is
to be related to X.,(i.e.,  if weathering by percolation is to
have any significant impact on the attenuation factor) then  A.
should reflect in some degree the time dependent behavior  of
X (t) .   As pointed out previously, A., being constant  does  not
accomplish this goal.  Whereas at some given time after deposi-
tion Langham's T , ,2 = 35 days or Kathren's T -j/2 = 45 may result
in a value of A. that corresponds to the appropriate  values  of
X  at that time, in  general this would not be the case.  The need
for a time-dependent A. would therefore be indicated, possibly as
a time function similar to  that expressed by equation (28).  In
fact, if penetration into the soil were considered the principal
weathering effect, a tentative expression for ^-/vCt) could  be
derived by combining equations (26) and (28):

          A  ftl - -ln[l - e'^T * BDj]                       (29)
          AA(t)	1	

                                                      1      3
Making use of the series expansion  lnx = (x-l)-  1 (x-1) + 1 (x-!)-••,
equation  (29) may be expressed as:
           A' + B'          -2(       )          -fA' + B'
                                                 *-~
        e-i/f-     j+ I/O e     L       + 1/3 e  J IT"     J
\cj.~\   cu       TJ./i,c            Ti/jc     L       j.   f i n~\
X.(t) = ——	 +..(30)
 A                                 t

Discarding the higher order terms in the above equation reduces
it to:
                ,A' + B'        -A1
              "L       J
          i     W      }   r &  +•
  XA(t) - i e   *        =1                                 (3D
                -B '
     where C = e
                                 21

-------
                                                                    52
Applying this expression to the purpose of determining the

surface concentration of pollutant available for resuspension

produces the following:



                     - C exp(-AVt)
     Sa(t) = Sa(o) e                                         (32)



Note that for "sufficiently large" values of t the time dependent

factor exp (-A'/t) can be simplified by the approximation:



           -A'         .,
          0 t   s  (1 - £-) , if  A1 « t                      (33)
          c            L

This would reduce equation (32) to a simpler form:
              -C(l -               (   -C)            A^
Sa(t),Sa(o) e            = Sa(o) e         = Sa(o)K e t     C34)

          where A"  = CA'


                K  - e~C

For time t^> «> (corresponding to an aged source), the relationship
becomes:


                            Sa(o)
          Sa(t)  = K Sa(o) - -^—                           (35)
                             e

In other words,  if soil penetration is assumed to have a signi-

ficant effect on availability of surface contamination to resus-

pension processes, the overall behavior of A (t) would indicate

that $a(t)  should reach a constant value after long presence in
the soil  surface.
                                 22

-------
                                                                     53
6.    EFFECTS OF PARTICLE SIZE ON ADHESION
     Another aspect of the "weathering" process whereby a pol-
lutant becomes less erodible involves primarily the soil surface.
Following deposition, small particles of resuspendible size may
agglomerate into larger units not so easily carried by the air
stream, or adhere to bigger particles of a different species or
onto portions of the soil that may be considered stationary for
all practical purposes.  In this respect the behavior of the
plutonium contaminant may be no different from that of any other
                                             239
aerosol.  There is some evidence that small
lose their identity as discrete aerosols  through attachment to
inactive materials in the soil.  Even under laboratory conditions
minute resuspended particles were found to consist of small
amounts of plutonium incorporated into relatively large host
particles.  Simultaneously with this observation,' optical inspec-
tion revealed the almost total absence of agglomerates  (Moss,
Hyatt, Schulte, 1961).

     Translating these observations to field conditions, it could
well be expected that adhesion to soil particles rather than
agglomeration with particles of the same species would charac-
terize the behavior of a deposited plutonium aerosol.  This would
stem, if for no other reason, from the large numbers of soil
                        239
particles with which a    PuO- aerosol may enter into contact
when compared to the relatively much smaller concentrations of
the pollutant.

     In general, adhesion may be considerably enhanced by the
process of weathering (now used in the strict geological sense)
by which particles are "broken-up" into smaller units that would
attach themselves more readily to various surfaces.  The strength
of this adhesive contact, presumably due to electrostatic,
capillary, Van der Waals forces (Walker and Fish, 1967), would
increase as the size of the particle decreases (Corn and Stein,

                                23

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                                                                     54
1967).  Assuming that the forces of adhesion between differing
particles are essentially of the same nature as cohesive forces
between grains of the same species, the ratio of these surface
forces to gravity would vary inversely with the particle diameter
(Terzaghi&Peck, 1968), that is, roughly in the same manner as
the ratio of drag forces to gravity forces, discussed previously.
This would indicate that drag and adhesive forces could be of the
same order of magnitude, at least under certain unspecified
conditions, with susceptibility to resuspension then varying
according to particle shape, soil conditions, humidity and an
imposing array of other factors (some of which are mentioned in
Table 3).  Another effect of size contributing to the retention
of small aerosols on the ground is that they may be too small to
protrude above the laminar viscous layer of air close to the
surface  (Chepil, 1945b).

     Thus, somewhat paradoxically, the very size effects that
maintain a particle in  suspension could make it difficult to
resuspend the particle  in the first place.  Fine silt particles
of diameters between 5-10 micrometers did not move even under
wind velocities of 37 mph, measured at a 6-inch height.  The
movement of these small particles, however, would be facilitated
when mixed with larger  grains capable of moving in saltation, the
condition most often found in nature (Chepil, 1945b).  Conse-
quently, to preclude resuspension, the particles of interest
would have to be quite  small, below a certain minimum size, and
attached "directly" to  the soil surface or to loose particles
able to move in creep or saltation but not in suspension.  Chepil
(1945b) indicated such  a minimum size by stating that "particles
smaller than [5 micrometers] do not exist as such in ordinary
soils, for they are aggregated into larger individual grains."
Presumably, the source meant equivalent diameter, in this instance
defined as follows (Chepil, 1951b):
                                  24

-------
                                                                     55
          D   =                                              C36)
           eq   2.65 g/cm3
    where D   = equivalent diameter
           eq
          D ,  = physical diameter

           P  = density, grams/cm3

   2.65 g/cm3= density of a standard grain of sand
With a density of 11.46 g/cm3, the physical diameter of a par-
          239
ticle of    PuO? corresP°n
-------
                                                                   56
7.   CONTRIBUTION OF RADIOACTIVITY TO WEATHERING PROCESSES
     Extension of the Review, Contributed by the Author
     A neglected long-term contribution to the weathering of
                           239
resuspendible particles of    Pu02 may be provided,in the opinion
of the author, by their radioactive nature, to an extent much
greater than would be expected from the long half-life of
plutonium-239.

     Following an alpha emission in a given particle, the
remaining 86 keV uranium-235 nucleus is expected to recoil over a
range calculated by Fleischer (1975) to be 200 A (0.02 micro-
meter).  If sufficiently near to the surface of the particle,
this alpha-recoil nucleus may escape, ejecting in the process a
                                            o               o
cone of material assumed to be of radius 50 A and height 50 A,
containing 10,000 atoms, one-third of which are plutonium-239
atoms.  If the cone subsequently becomes attached to a non-
suspendible particle, as is likely, the net result would be that
of a reduction of resuspendible material.

     The preceding "direct ejection" model is clearly a simpli-
stic one.  Alternatively, atomic disarray along the alpha-recoil
tracks is the cause of the material removal, possibly due to its
enhanced chemical solubility- (Fleischer, 1975).  The. amount of
damage along the track was estimated on the basis of alpha-tracks
being similar (except for their much shorter length) to those
produced by fission fragments.  It should be mentioned that
fission fragment tracks in LiF have been observed to have widths
             o                                          o
of about 100 A and lengths up to 2.3 micrometer (23,000 A), still
less than 25 percent of the total expected range.  In U09 fuel
this total range is approximately 4 micrometer, probably repre-
senting the shortest ran^e expected in either the fuel or the LiF
crystal (Knorr, 1964).  Similar observations made by Noggle and
Stiegler (1960) and by Price and Walker (1962) confirm the track
widths to be of about 100 A, prior to chemical etching.  These
and other fission track data suggested that alpha-track damage
would lead to the ejection of volumes corresponding to cylinders
                                26

-------
                                                                     57
                o
of a length of 100 A ( a conservative value ), and diameters ranging
         o        o
between 65 A and 100 A  , resulting ultimately,  according to
Fleischer, in  the  loss of  30-80 times  as  many atoms per event as
there would be for  the direct  ejection  model.

     In returning  to the direct ejection  model,  an important
effect of the  particle size  on the  effective  number of atoms
ejected per alpha  emission needs to be  considered.   It was  noted
previously that expulsion  of material would follow an  alpha-decay
event occurring "sufficiently  near" to  the surface of  the par-
ticle.  The recoil  nucleus range (Fleischer's) D =200 A would
indicate the maximum distance  from  the  surface at  which the
alpha-emission would result  in material ejection.   Exceeding this
distance, the  recoil nucleus would  produce considerable disrup-
tion without  effecting, however, any material release  from  the
particle immediately following the  event.

                             239
     Assuming  a generalized    ^u^7 Particle,  perfectly spheri-
cal, of a radius R, it would follow that  alpha-disintegrations
occurring at  a radius r >  R  -  Da contribute to immediate mass
ejection, whereas  those at r < R -  DQ would not.   Consequently,
the fraction  of alpha-decays resulting  in instantaneous mass
release can be estimated on  a  volumetric  basis from equation (37)
(see also Figure  4).
                 f(R)  =
                        G
                          R3  -  (R  -  Da)3
                               R
3
(37)
     Where R = particle  radius,
          D  = alpha-recoil nucleus  range, fj,m

             = .02 urn  (Fleischer,  1975)

           G = geometric  factor, allowing for  oblique  recoils
               and for  those moving  inward rather  than outwards
             = 1/4 (Fleischer,  1975)
                                  27

-------
                                                                           58
                         239
For particles of  pure    VuO- of 10 ju.m diameter,  assumed  to
constitute the upper limit  of resuspendible size,  f (5 /im) s 0. 3
percent.   At the  lower limit, 1 pm diameter particles would  give
f(0.5  jim) =  .3 percent.   If the particles of primary interest are
those  apt to be  inhaled, < 3 pirn diameter (Stewart,  1967),  then the
fraction f(R) should vary  between 1 percent (at  r=1.5fim)  to
3 percent (at r  = 0.5 /zm),  with 2 percent  assumed as an  average.

     The relevance of the  preceding discussion can be best
explained by describing  a  physical situation or  "scenario" which
the above processes may  affect.
                       ">g RECOIL
                                               EMITTED
                                              4H. NUCLEUS
                      FIG. 4. Recoil ejection of atoms. Alpha decay
                      of 239Pu ejects the recoil 235U nucleus if it was
                      generated  within its range D« of the surface.
                      A portion of the atoms along the track are
                              ejected in the process.

              Reproduced from Health Physics Vol.  29, page 71
             (1975)  by permission of the Health Physics Society
                                    28

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                                                                    59
SCENARIO #1
     1.   A certain amount of activity was determined  for  a
          given soil upon deposition.

     2.   The resuspendible fraction of this activity  originates
                                       239
          from spherical particles of    PuO? °f physical  dia-
          meters between 10 micrometer and 1 micrometer.

     3.   Following alpha-emissions, cones of n molecules  of
          239
             PuC>2  (containing n atoms of plutonium) are expelled
          from some of these spherical particles.

     4.   Because  the emitted cone of material is considerably
          smaller  than 1 micrometer, it attaches readily (and
          strongly) to some part of the soil surface.

     5.   Since the greater part of any soil is expected to move
          in creep and saltation but not in suspension, there is
          a strong probability that the ejected material is no
          longer available to resuspension.  A quantitative
          indication of how small this probability is  may  be
          provided by Langham's resuspension factor of 10"6 .

     6.   In this  case, the interest is in determining the
          resuspension availability of particles of hazardous
          size, 1  /xm < diameter < 3
     7.   The surface  concentration of such particles being NH,
          uCi/m  , the  direct ejection model can be employed to
          describe  the reduction  in availability of hazardous
          particles, as per equation  (38).
                            =  -\f(R)nNH                      (38)
                                  29

-------
                                                                    60
                   where Nu = surface concentration of
                          n
                              particles of interest,
                              atoms/m2  or
                         X  = radioactive decay constant of
                              plutonium- 239 ,

                            = 7.813 x 10'8  days'1

                        (R)  = fraction of decays resulting in
                              direct emission of n atoms of
                              plutonium-239 ,  dimensionless ,

                            = 0.02 for range  of particle sizes
                              of present interest.

                          n = number of atoms dislodged per decay
                              of atom of plutonium-239

                            = 3333 atoms of plutonium- 239/decay

                        dNH
                        — - = -5.21 x 10'6 days"1  NH        (39)
                        dt
          This, of course, is equivalent to an effective half-
life of 133,061 days or 365 years, an imposing length of time
which is, however, much shorter than the half -life of plutonium-
239 itself, 14,300 years.

          If instead of gaging the diminishing hazard of par-
          ticles of respirable size, the interest were focused on
          the entire gamut of resuspendible sizes the corres-
          ponding value of f(R) would diminish accordingly.
          Assuming an average value of f(R) = 0.5 percent for the
          range of such sizes, the effective half -life would be
                                 30

-------
                                                                    61
          over 500,000 days, or approximately 1,500 years.

          Resorting to the alternative model of material removal
          mentioned by Fleischer, in which atomic disarray along
          the alpha-recoil tracks may lead to the elimination of
          30-80 times the amount of atoms per event, the stage is
          set for a second presentation.

SCENARIO #2

     Similar in most essentials to scenario #1.  Significant
alteration involves an increase by a factor of 80 in the number
of atoms removed per event.

          dNH
          — - = -Af (R) (80r)Nu = -4.17 x 10'4NU              (40)
          dt                H                H
     This would result in an effective half -life of 1663 days or
4.5 years.  Using the lower limit of 30 in the above calculation
would produce a half -life of approximately 12 years.

     No credit was taken in the direct ejection model for dis-
array along the recoil nucleus track prior to cone ejection or
for disruptions within the particle due to events not leading to
ejection, but possibly to eventual fragmentation.  Both these
effects may lead to an increased similarity of the two models.
                                                    239
In addition, perfectly spherical particles of pure    Pu°2 were
assumed as the source of radioactivity.  That this assumption may
be unwarranted can be best illustrated by a photograph used by
Corn (1968) to emphasize a similar point (Figure 5) .
                       239
Thus, it appears that    ^u^7 wou-^^ not necessarily take the form
of discrete spheres, but rather that of particles of undefined
shape of which Figure 5 is a good, though possibly extreme,
example.  These somewhat abstract shapes would enhance the
                                 31

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                                                                      62
adhesion capabilities  of  the  particle by virtue of greater sur-
face area.  Consequently  particles  that would resuspend readily,
were they spherical, would  in actuality remain attached to the
soil or, if resuspended at  all,  to  be found in close attachment
to inactive material.
      Figure 5.  Atmospheric Particle and Sphere with Equivalent
               Aerodynamic Behavior.  Reproduced from Stein, Quinlaii
               and Corn, American Industrial Hygiene Association
               Journal. 27, 39 (1966), by permission.
     As mentioned  elsewhere,  specks of plutonium that had settled
on various  surfaces were  later resuspended as much larger par-
ticles, only partly composed  of plutonium (Moss, Hyatt, Schulte,
1961).  In  a resuspension experiment conducted at Rocky Flats,
particles of diameters  up to  seven micrometers were collected,
attached to some of which were plutonium particles of sizes much
smaller than the impactor size diameter of the collected fraction
(Sehmel, 1975).  Fission  track analyses were conducted which
established that all  the  plutonium present was in amounts corres-
ponding to  equivalent PuO- particles of diameters 0.06 micro-
meters to 0.25 micrometers (Sehmel and Lloyd, 1974; Sehmel,
1975).  This is not meant to  imply that "equivalent particles" of
diameters less than 0.06  micrometers were not present; merely
that they were not observed.   As Moss et al. (1961) pointed out,
the exposure time  required to produce ten tracks per 0.01 micro-
       239
meter    Pu°2 particle  would  be roughly 50 years.  Nor should the

                                  32

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                                                                    63
inference be drawn that the plutonium was actually present in
spherical form.  Although the technique used did not determine
whether or not these particles were attached to larger host
particles, the author of the present report would like to presume
that they were, in agreement both with Chepil and the line of his
own argument.

                                    239
     Assuming that the particles of    Pu0? were attached to
other, larger particles, is tantamount to assuming that they were
not spherical.  If so, that would imply that the plutonium must
be distributed along the surface of the host particle.  Further,
in order for adhesion to occur, plutonium would have to be
present in small amounts.  That would mean that the plutonium
layer, where present, is thin.  Consequently, the radius factor
f(R) can now be ignored or set as f(R) = 1, which introduces a
third scenario.

SCENARIO #3

     1.   The resuspendible fraction of the deposited activity is
          associated with particles of irregular shape to which
          plutonium has adhered in thin layers

     2.   Following an alpha-emission, n atoms of plutonium are
          emitted, subsequently becoming attached to indurated or
          non-resuspendible material

               n = 1/3 (800,000) atoms, as per disarray model

            f(R) = 1 [including geometric factor G = 1/2, but
                   also a "break-up" factor = 2 (Fleischer,
                   1975)]
     3.   For a total concentration N of resuspendible material,
                 _         O
          atoms/m  or pd/m , the decrease in resuspension
          availability can be found from equations (41) and (42)

                                 33

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                                                                    64
                    = -0.0208 days'1  N                      (41)
          or
                          0.0208 t
          N(t) = N(o) e "  days    ,  t in days               (42)

          The factor 0.0208 days"1  is equivalent to a half-life
          of 33.3 days, remarkably  close to the half-time empiri-
          cally determined by Langham of 35 days.   This
          result was obtained by deliberately selecting from the
          available information those conditions and assumptions
          that would, tentatively,  lead to it.   The result sug-
          gests the need for further study of the  consequences of
          alpha-emissions in particulate matter, the effects of
          shape and size of deposited radioactive  pollutants,  and
          a survey of predominant shapes of plutonium dioxide
          particles both in pure PuC>2 form and as  found in
          attachment to larger particles.  The many countering
          arguments that may be found to the preceding discussion
          would only further emphasize the need.
                                        !
          Should the connection between radioactivity and
          decrease in availability  of resuspendible material be
          more formally established, a model of such decrease
          could, when coupled with  suitably quantified "ground
          penetration" and non-radioactive "weathering" models ,
          be of some assistance in  relating resuspended plutonium
          concentrations to soil type and conditions as well as
          type of release as classified by particle size and
          shape distributions.

8.   ANSPAUGH'S MODEL
     Langham' s model does not include consideration of possible
causes for decreased availability of resuspendible material.   It

                                 34

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                                                                    65
is simply an empirical relationship, based on defining  the  time-
dependent fraction of the total deposition which  is  available  for
resuspension coupled with a constant resuspension factor.
Anspaugh et al.  (1974, 1975) were of the opinion  that such  time-
dependent fraction could not be realistically determined, and
that it would be more advantageous to define a  time-dependent
resuspension factor assuming a constant value for the soil
concentration, now equal to the total deposition  per unit area,
regardless of distribution with depth.  Expressing Langham's and
Kathren's models in this format,

               C(t) - R£(t)SA                                (43)

       where R£  (t) = R^c^e'^A*                             (44)

          with C(t) = air concentration, pd/m
             Rr  (t) = time-dependent resuspension factor, m"1
             Rf  (°) = initial  resuspension factor, at time
                      t  = o  ,  m'1
                    = lO^m'1  (Kathren,  1968)

                    = lO^m'1 (Langham,  1969a,  1971)
          [Langham  also  reported  an  original  value of 7xlO~5m"1
           found  by Langham  and Harris,  1956.]
                 A. = attenuation constant,  days"1 ,  equivalent
                   A.
                      to'T, /2  =  35  days  (in  Langham's model)

                       or T,/2  =  45  days  (in  Kathren's model)

                 S. = total  soil  activity per  unit area,
                   J\

                   t = time,  days

                                  35

-------
     It should be mentioned, in passing, that Langham's original
model was somewhat more general in applicability.  Given an
initial surface activity per unit area S (o) , which actually
                                        a
could be measured at any time after deposition, the model pre-
dicts an air concentration C(t) at some time t after this
initial measurement.  Anspaugh's version of Kathren's and Lang-
ham's models, as it appears in equations (43) and (44), eliminates
this flexibility, as can be proven by comparing the two versions
predictions of air concentration at time t = o.
   Langham's  original  model:   C(o)  =  RCS  (o)                  (45)
                                      r a

   Anspaugh et alii  version:   C(o)  =  R£(O)  S.                 (46)

 Note that unless  S (o)  were  measured at  t  =  o  =  deposition time,
 at which time S (o)  and SA would indeed  be equal,  R- would be
                a          /\                          r
 expected to  be greater  than  Rr(o)  for air  concentrations  to be
 the same, since normally surface activity  per  unit area S  can
                          	'	                         a
 be expected  to be less  than  total  activity per unit area  S..  To
 preclude loss of  flexibility R£(O) would have  to have to  be
 measured anew for each  unspecified initial time, which clearly
 was not Anspaugh's intent, since he  set  Rr(o)  =  Rp = 10"6/m(Figure
 8).  It follows that  in doing so he  restricted Langham's  formula-
 tion to mean "t = o"  as deposition time.

      The relationships  expressed by  equations  (43) and (44)
 approximate  fairly closely the values observed for up to  several
 weeks after  the contaminating event.  Anspaugh et al. (1975)
 quoted a number of observations that indicate  they are inaccurate
 for longer periods of time:
                                  36

-------
A half-time of about 10 weeks  was determined by
Anspaugh et al.  (1973) from  observations  made 12-40
weeks  after release (accidental venting of an under-
ground nuclear explosion, Figure 6).
   10"
   10"
   10
                         STATION 4
               -Value BeUm '_)S% Conlidence Level

               Twu Siqma Level
     60  80  | 100
       March
100  120  140 T 160  ISO200  220  240  860
April  I  May  I  June I  July I  August  I September
280  30C1  320
 October I November
Figure 6.  Least-squares fit to gross-gamma air activity levels
          three to eleven months following Baneberry venting.
          [from Anspaugh et al. (1973)]
                                                               67
A  half-time of  approximately  9  months was  reported by
Sehmel and Orgill (1974) after  artificial  disturbance
 (ditch digging)  of a 10-year-old source.

A  series of 236  individual measurements of air concen-
trations, at  a  location contaminated 17 years pre-
viously resulted in an average  resuspension factor of
10~9m~' .  For the same time period, Langham's and
Kathren's models as expressed by equations (43) and
 (44)  would produce values  of  10"60
 tively.
                          and  10
                                             -46
        respec-
                         37

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To conform to these additional constraints, a  simple model  was
proposed by Anspaugh et al., which can be represented  by equation
(47):
                        "X
                                                       1-1
                                                          .-!
          Rf(t)  = Rf(o)e"A VL + Rf(*)                        (47)
    where Rr(t)  = time-dependent resuspension factor, m"
          Rr(o)  = initial resuspension factor, at t = o, m"
                = 10-4nr'
          R_p(oc)  = final resuspension factor, at t =<*• , m"'


              t = time, days
              A  = 0.15/vSay
The term 10"'was added on the assumption that there would be no
measurable change after 17 years.

     Replacing VtT~with t/\/tT it is easy to see that the exponent
(0 .15/vdays) Vt~is equivalent to the expression (0 .15/Vd~ays)(t/VF).
 Isolating  "t" in the  preceding expression  enabled the  present
 author  to  define the  remainder as  a  "time-dependent  attenuation
 factor" X,(t)
          d
                                0.15/Vdays                     ^
                                   vr
 Similarly, a "time-dependent half-time" T1/2 was defined, based
 on T1/2 (t) = In2/ Aa(t) (figure 7),
           T1/2(t) = 4.62Vda7s Vt~                          (49)

     Anspaugh' s model was  derived  empirically  from  results
obtained at various  locations  having  roughly similar  terrain.   It
provides, as Anspaugh stated,  "no  fundamental  understanding  of
the resuspension  process,"  but intends  merely  to describe it.
From Figures  7 and  8, the  essential features of the model are
evident.  Nevertheless  they are summarized below.
                              38

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     300
     200
     100
      90
      80
      70
      60

   •5L »
   o
      30
<£>
   UJ
                                                SEHMElondORGIU(l974),
                                                      T|/ = 9 months
     ANSPAUGHetal.U973> *% Correction, T'/2 = 76doyi_

     Corrected tor Background Variation, T|/2 =
                         ANSPAUGH etui 11973), TI^ = 38 doy>
                                     KATHREN'S MODEK196B_)_ _Tl/t - 45doy»

                                     LANGHAM'S MODEL (1969J971) Tl^
               I     I   I   i  I  I I  I
I     III  I I  I I I
1     I   I   I  I I I I  I
I     I
                                         TIME FROM  DEPOSITION (WEEKS)

         Figure 7.   Time-dependent  half-time,  T^(t), resultant from exponent  (0.15//days)  /t~

                      in Anspaugh's model,  compared  to experimentally determined  half-time  values

-------
                           10
15
Figure 8.
                                    20        25        30        35        40
                         TIME POST DEPOSITION. YR.
Several time-dependent resuspension  factor models.  Counterclockwise from far
left: Langham's.Kathren1s, Anspaugh's model  without the  constant term
10"9m"1, Anspaugh's model with  the  constant  term  [After  Anspaugh et al.  (1974)]

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                                                                     71
          1.    at t s 8 weeks, T1/2 = 35 days
          2.    at t £ 33 weeks, T.^ = 70 days
          3.    at t s 10 years, 1^ ,^ = 9 months
          4.    at t £ 25 years, Rf = lO^m"1
     Beginning with a value of lO'^m"1  at t = o, the model shows
a drop to half this value in approximately   three weeks, to a
quarter of it in an additional 9 weeks, to an eighth in another
18 weeks, proceeding in this fashion until values comparable to
10~9m"'  are reached.  At that point, the presence of this con-
stant term forces the model into a different type of behavior,
i.e., an asymptotic approach to the value 10"  m"1 .   Obviously
the  relationships described by equations (48) and (49) no longer
hold in this region of time.

     Note that Anspaugh's model, unlike Langham's-or Kathren's,
makes reference to a specific point in time, t-= o,  from which
events take their course.  Consequently, the model portrays
resuspension as after an "instantaneous" release of pollutant
(detonation) or a release of short duration.  A continuous
release is unlikely to provide the researcher any such definite
point in time.

     Following an explosive release, the airborne concentrations
of radioactive aerosols rapidly decrease by factors  of 100 to
1000 in some 100 hours (Anspaugh, 1975).  After this initial
rapid decrease, slower rates of decline are apparent, in a manner
roughly similar to that modeled by Langham's, Kathren's, and
Anspaugh's resuspension factors (Figure 9).  Note that Anspaugh's
model predicts, at 1000 hours after t = o, a resuspension factor
of 0.378 times the initial value at t = o-  Air concentrations
follow suit.   Obviously, Anspaugh's model does not show the
initial rapid drop, during which, presumably, deposition is still
in process.   The present author interprets this to  mean that an
air concentration 100-1000 times larger than that resultant from

                                 41

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                                                                    72
Anspaugh's expression should be expected, as a first approxima-
tion, roughly 4 days (100 hours) before t  = o in the model
(where the subscript "m" indicates "model initial time,"  equi-
valent to t = 100 hours after the actual release).

     It may be of interest to compare these predicted relation-
ships to actual measurements obtained in Project Schooner, which
influenced the model.  Continuing to assume that t  = o  in the
model is equivalent to t = 100 hours after detonation, Figure 10
shows the expected ratios graphically, with the air concentration
at t = 100 hours  (tm = 0) equal to 10"3 that obtained at t = 10"1
hour, and 0.378 of the 100-hour concentration to be found at
t  = 1100 hours (tm = 1000 hours).  Using the graph for station 11
as an example, the air concentration at t = 10"1  hour (marked
with a cross) is  seen to be approximately 5.5 x 10  pCi/m3.  The
                                                                2
corresponding concentration at t = 100  (t  = 0) must be 5.5 x 10
pCi/m3, and that  at t = 1100 hours (t  = 1000 hours) should be
         5                           m
2.08 x 10  pCi/m3  (similarly marked).  The same procedure was
followed for the  other stations measurements, with exception of
station 23, which was excluded from consideration in determining
resuspension factors by Anspaugh et al.  (1970).

     Examining Figure 10 , it appears that the 100-hour values
obtained from the above described exercise, at stations 5, 11,
and 29, are quite plausible, inasmuch as they seemingly fall on
an imaginary smooth curve describing the overall behavior of the
air concentration at these stations.  The values at 1100 hours at
these same stations, however, exceed the expected "reasonable"
values (indicated by circles) by factors of two or three.  This
suggests immediately that, if the model t   = o occurs, indeed,
at 100 hours after detonation, both the initial value of the
resuspension factor and the initial rates of change should be
somewhat higher if the model is expected to accurately portray
the behavior of air concentrations for  t > 100 hours after
detonation.

                                 42

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                                                                             73
         e
         V
         
         V
         o
         <
         tr
                                     AVERAGE OF STATIONS 5 AND II

                                     AVERAGE OF STATIONS 25.27 AND 29
                                                I   J	L
                  IOO  ?00  300  4OO  500  6OO  70O  800  9OO  IOOO  1100  1200 I3OO

                                  HOURS POST SHOT
      Figure 9.  Tungsten-181  air activity as a function of time,
                 from Project  Schooner.  [From Anspaugh et al.  (1973)]
                           10 '       10       10"
                           Hours offer detonation
10
                                                       -1
10
10
Figure 10.  Tungsten-181 air activity  levels (corrected to  zero time)
             as a  function of time at six stations,  from Project
             Schooner [Adapted from Anspaugh et al.  (1970)]
                               45

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                                                                    74
     The reverse situation exists at stations 25 and 27.  There
the model values at t = 1100 hours (tm = 1000 hours) seem to
agree closely with the overall behavior of the graphs, whereas
the values at 100 hours do not.  Raising these values by factors
of two or three, however, provide the modeler with a better fit,
although this also raises the initial values, at 10"1  hour (shown
by circles).   This reinforces the point discussed in the previous
paragraph.

     The import of this exercise is not to demonstrate a diver-
gence by a factor of two or three between the expected initial
value of resuspension factor and that provided by the model; but
to point out that, if the resuspension factor at t  = 1000 hours
(in the model) is indeed supposed to be = 0.378 x 10~4 , then the
initial value of 10"4 is not by any means a conservative upper
limit, since it can easily be exceeded in order to provide better
agreement with data.  The values of 10~4m~'  and 10"6m"' used by
Kathren and Langham, respectively, were not intended for use as
initial values for a time-dependent resuspension factor, but
rather as constant values expected to apply to a number of
diverse conditions and times after deposition.  Thus, inevitably,
they must be average values.  Langham, in fact, felt that
"intuitively,... a factor of about 10"6 is a reasonable average
value to use in estimating the potential hazard of occupancy of a
plutonium contaminated area; however, intuition is not a convinc-
ing argument."   Previously, he had obtained values of = 7 x 10~5m"1
"at two different times after the event" for disturbed Nevada
desert conditions (resulting from extensive vehicular traffic)
and = 7 x 10"6m"'  from equilibrium calculations with dusty rural
air.  Kathren chose 10"4m~'  as a conservative value "satisfactory
at this time" due to absence of adequate data, although he made
mention of "resuspension factors as great as 7 x 10"4m"' " from
weapons experiments with both plutonium and uranium.  Again,
since Kathren's 10~ m"1  value was intended for use at any time
after deposition, it may well be said that it is "conservative."

                                 44

-------
                                                                     75
It does not follow that it would necessarily be so "conservative"
as an initial value.  A factor of 10~3m~'  would appear to be a
more realistic upper limit for initial values of the resuspension
factor.  Note that values of Rf = 10"3m~'  are not entirely
unknown in the literature.  Table 5  (Stewart, 1967) points to
comparable values having been measured previously, though not
necessarily as initial values, which could, presumably, be even
greater.  Langham mentioned a value of Rr = 10~3 being used by a
member of the Danish scientific team during the Thule delibera-
tions  (Langham, 1969b).

     In the context of the preceding discussion, it should be
made clear that the use of t  = 0 at t = 100 after release is the
                            m
author's interpretation, based on examination of Figures 9 and
10.  Anspaugh et al. did not specify a "model initial time,"  as
suggested by Figure 8, which shows Rf (t) as function of time
"post  deposition,"  not "post release."   However, Anspaugh et al.
(1970) pointed out that cloud passage did not result in abrupt
changes in air activity, and interpreted this to mean that
resuspension and redistribution start "immediately,"  gradual loss
of activity being due  to weathering rather than to cloud passage.
Assuming that "immediately" means "at release"  (t = t  = 0), the
model  rates of change  between t = t  = 100 hours and t = t
1100 hours should be even slightly smaller than those predicted
with the exercise in preceding paragraphs, and the discrepancy
with the observed concentrations in Figure 10 slightly greater.
In addition, equating  t = t  = 0 would make it extremely diffi-
cult to support any estimates of an initial value and rate of
change for Rf, since researchers do not have, presumably, the
ability to readily distinguish between "resuspended" contamina-
tion and that contained in the original "release" cloud.

     In conclusion, assigning an initial value to Rf (t) appears
to be premature on the basis of presently available data, unless
t  = 0 (deposition time) is specifically defined to represent a

                                 45

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                                                                                  76
 TABLE 5.  SHORT SUMMARY OF EXPERIMENTAL RESULTS ON RESUSPENSION OF ACTIVITY
           IN THE AIR  [After Stewart  (1967)]
     Measurement Conditions
                              Resuspension  Factor,  Rp Cm"1)
                                    Range             Mean
Plutonium sampled at 1 ft above
ground (1)
Vehicle traffic
Pedestrian traffic
3x10" " to 7x10-*
3. 5x10- 6 to 3x10" *
Particle size: Mainly 20-60 pm,
with 1% in hazardous range
O 3 vim for Pu02)

Uranium sampled downwind from a
crater (1)

  At 1 ft. above ground(dust stirred up)
  At 1 ft. above ground
  At 2 ft. above ground

Brick/plaster dust sample contaminated
with 1-131  (2)

  Enclosed space
  Open space

Sample in cab of Landrover, after
a test (1)
                                2x10"-to 4x10
                                             -5
  Round 1
  Round 2
(H + 18 hr)
(H + 5 hr)
Airborne material without artificial
disturbance of ground, consisting of
limestone rock and sand with coarse
grass and small bushes (3)

Random samples following a tower shot,
without artificial disturbance,
near crater (3)

On two roads formed by soil grading
-no artificial disturbance  (3)
                                1x10"6 to 8x10"5
                                 (12 results)

                                1x10'6 to 1x10"8
                                  (9 results)


                              l.SxlO"6 to 1x10"6
                                 (14 results)
At back of a moving Landrover  (3):

  D-Day + 4
  D-Day + 7
  D-Day + 7
   (21 results)
   (21 results)
  over tailboard
8x10"7 to 3x10"5
6x10-7 to 4x10-6
1.6 and 3.1x10"5
(1)  From nuclear weapon and other tests at Maralinga
(2)  From Civil Defense trial at Falfield, Gloucester
(3)  From Hurricane Trial
                                                    1  x lO'3
                                                    3  x 10-"
                                                    1  x ID'5
                                                    2x10"
                                                                     - 5
                  2.5 x 10
                  6.4 x 10-5
                    1 x 10"
                    2 x 10
                          - 7
                  2.5 x 10
                          - 7
1.4 x 1C'
1.5 x 10
2.5 x 10
_ 6

_ 5
                                       46

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                                                                    77
time t = x hours or days after release at which actual measure-
ments of Rr- have been made.

9.   SHORT CRITIQUE OF RESUSPENSION FACTOR CONCEPT

     Having discussed some possible shortcomings of Anspaugh's,
Langham's and, by extension, Kathren's time-dependent resuspen-
sion models, some serious criticism can be leveled at the concept
of resuspension factor in general.  In the first place, it
assumes that the air concentration above a contaminated surface
is directly proportional to this surface contamination level,
rather than on the extent of ground contamination upwind of the
sampling site, as would be more logical and, in fact, was found
to be true  (Stewart, 1967; Mishima, 1969).  In the second place,
the constant of proportionality relating air concentration to
ground contamination, (i.e., the resuspension factor) is meant to
include the effects of a myriad of parameters, such as wind
velocity, surface roughness, physical and chemical characteris-
tics of the soil surface, vegetation cover, etc.  Whereas some of
these factors may change little at a particular site, some others,
such as wind velocity, tend to be less constant.  This should
justify the conclusion that the resuspension factor is an empiri-
cally determined value applying only to prevailing conditions at
a given.site, at a given time.  Thus, it is not surprising that
the measured values of R£ vary from 10~2 to 10"13  m"' , as shown
in Table 6,  (Mishima 1964).  Therefore, even if average wind
velocities  are considered  to be site-dependent variables (thus
apt to be incorporated into the Rr for a given site) , and the
surface contamination.is assumed to be fairly uniform over a
large area  and constant with time (consequently minimizing the
difference  between "upwind" and "local" effects), the fact
remains that the resuspension factor is of limited value in
predicting  air concentrations at any site other than one for
which the Rf has been found (via previous measurements of air and
ground concentrations).  Even at such a site, seasonal variations,

                                47

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                                                                                                                  78
TABLE 6.   RESUSPENSION  FACTORS  FOR PLUTONIUM AND OTHER RADIOISOTOPES
                [FROM MISHIMA  (1964)]
                                  Conditions of Rcsuspension	     He»u»penslon F«ctor

           Average Re.tuepension Factor in Accidents Involving Plutonium                      4   x 10"sm"'
           Vwhlnilnr Truffle (Novtda)                                                       7   x 10"'
           People Working or Active in n Closed Area                                        4   x 10"*
           Dirty Rural, Suburban, or Metropolitan Areas                                     7   x 10"°
           People Workmi; or Active in nn Open Area                                         2   x IO"8
           Isolated Area                                                                  ~7   x 10"'

           Rcsuspcnsicin of  Aged Plutonium Deposit (0.74 to 752 pCi/m2) from "Plumbob"        6. 2 x 10" |?
                                                                                             to 10" >3

           Plutonium Oxide, No Movement                                                   2   x 10"8
           Plutonium Oxide, H steps/min                                                         10"5
           Plutonium Oxide, 3G steps/mm                                                   5   x 10"5
           Plutonium Nitrate. No Movement                                                 2   x 10"8
           Plutonium Nitrate,  14 steps/min                                                       10"*
           Plutonium-Nitrate. 3fi steps/mm                                                 5   x 10"°

           Plutonium Oxide, Change Room  (>3000 ft2), 9 air changes/hr, 0.01 uCI/m2,
           4 to 6 persons active in urea:
                "Loose" Contamination (estimated by smears)                                        10  ^
                "Loose" Contamination (estimated by water-detergent wash)                     2   X 10
           Changing Coveralls.  Static Sampler, No Ventilation                                2.8x 10~3
           Changing Coveralls.  Personal Sampler. No Ventilation                             6.4xlO~3
           Personnel Traffic in a Small Unventilaled Room                                    4   x 10"3

           Proposed  Resuspension Factors for Plutonium Oxide:
                Outdoors (quiescent conditions)                                                    10~8
                Outdoors (moderate activity)                                                       10~5
                Indoors (quiescent conditions)                                                      10"8
                Indoors (moderate activity)                                                  10"4 to 10

           From Crater of Tower Shot. No Artificial Disturbance                              8   x 10"8*
           Survey of Hoad,  No Artificial Disturbance                                         8   x IO"8*
           Survey of Road,  Landrover,  D-Day + 4                                            1.4 x 10"5
           Survey of Road,  Landrover.  D-Dav + 7                                            l.Sx 10"°
           Survey of Road,  Tailboard of Landrover, D-Day +7                                2   x 10"5
           Survey of Roao,  D-Day •»  1 and 2                                                  4   x 10"'
           Sample Collection in Cab of l.annrover,  H-llour + 5                                6.4 x iO"^
           Sample Collodion in Cab of Lan-lrover,  H-tlour + 8                                2.5 x 10"*T.
           Uranium Sample  Downwind-of Crater, Sample Height: 1 ft Above Ground               3   x 10"*^
           Uranium Sam;v>-  Downwind of Crater, Dust Stirred  Up.  Sample Height; 1 ft                 '"  srf
           Uranium Sample  Downwind of Crater, Sample Height:  2 ft                                10
           Plutonium Sampled 1 ft  Above Ground:                                                      .,
                Vehicular Dust                                                              5   x 10"4'
                Pedestrian Dust                                                            l.SxlO'jS
           lodinc-13'., Enclosed (Chamberlain & Stanbury)                                    2   x 10"4 to
                                                                                          4   x 10-5
           lodine-131, Open (Chamberlain L Stanbury)                                        2   x 10"°
           Yttrium-9l, 0-8  u Particles. Natural Turbulence,  Sampled  1 ft Above Ground:
               Ground Contamination Level l.SuCi/m2                                       1.8 x 10"'
               Ground Contamination Level 6.8 jCi/m                                             10"8
               Ground Contamination Level ?4.6uCi/m2                              .        3   x 10" *0
           Polonium-210, 0-G u Particles,  Natural Turbulence, Sampled 1 ft Above Ground:
               Ground Contamination Level 0. 6yCl/m*                                       2   x IO"8
               Ground Contamination Level j uCi/m2                                        2   x 10"°
           UjOg, 0-4 u Particles, Natural Turbulence, Sampled 1 ft Above Ground:
               Ground Contamination Level 112 g/ni2                                        2.4 x 10"*>
               Grass Contamination Level 70 g/m                                            8   x 10"^
               Concrete Contamination Level  180 g/m2                                       2   x 10"*>

           Plutonium Oxide, Sampling|leight:  5 ft
               Floor Level  0. 1 yCi/m". No Circulation                                       1. 6 x 10"8
               Floor Level  24.6aCi/rc2. No Circulation                                      4.4 x 10"'
                Floor Level  0. 1 uCl.'m- Fan                                                1.3 x 10'3
               Floor Level  0.31 uCi/m', Fan                                               1.4 x 10"3
               Floor Level  0.086 pCi/m2,  Fan and Dolly                                     l.Ox 10"2
               Floor Level  1.3 yCi/m2 Fan and Dolly                                       8.4 x 10'3
               Floor Level  1.3 uCi/m2 After Test                                          8   x 10"j
               Floor Level  1. 1 uCi/m , After Test                                          8   x IO"4

           Uranium. Sampling Height:  5 ft
               Floor Level  0. 086 pCi/in .  No Circulation                                     l.Ux IO"8
               Floor Level  0. 95 uCi/m2. No Circulation                                      2. 2 x lO'7
               Floor Level  0.005 uCi/m2,  Fan                                              1.5 x 10"4
               Floor Level  I. 1 uCi/m-. Fan                                                 1. 1 x 10"'
               Floor Level  0. 11 uCi/ru2. Dolly                                              1. 6 x 10"
               Floor Level  1. 3 uCi/in^. Dolly                                               l.3x 10"
               Floor Level  0.91 uCi/m2. Fan and  Dolly                                      4.6 x 10"
               Floor Level  1.0uCI/m2. Fan and Di^lly                                       1.8 x 10"


               «  One high value excluded                             **  Only -10% of particles <6 u
               f  Only-207. of particles <8 u                          *t  Only-5% of particles <6 y
               t  Particles primarily In 20 to 60 u Bite range, <\\ <6 u



                                                48

-------
                                                                     79
at least, should be expected.  The limitations of the resuspen-
sion factor being well understood, alternative methods were
considered, particularly in regard to what is undoubtedly one
of the most important variables affecting resuspension, that is,
wind velocity.  These methods will be treated in the following
sections.

10.  SLINN'S MODEL
     On  the basis of the discussion in previous sections, it
would appear that a general functional relationship defining
resuspension factors in terms of wind velocity as well as other
influencing variables is badly needed.  One such formulation was
provided by Slinn  (1975) as

     R   =  5.5 x 10"9cm/sec   ,  rE  .                         (50)
      f    1 ton/acre.month) *• 2-rruS -1
     Where
           E = f(I,R,C,V,L) in ton/acre.month, soil credibility,
              function of
              I =  soil credibility index,
              R =  soil ridge roughness factor,
              C =  climatic factor,
              V =  equivalent quantity of vegetative cover,
              L =  field length along prevailing wind direction,
              r =  fraction of the horizontal flux at the height
                   of the sampler, dimensionless.  This can be
                   estimated  from
                          ,7  / >0.28
                   c = cQ  (Zo/z)
                      where:
                      c = weight of dust in unit volume of air at
                          height Z
                     c  = function of I = soil erodibility index
                                      u = wind velocity, etc.
           u = mean wind speed at sample height, cm/sec
           S = depth to which the contaminant has penetrated  the
              soil, m.

-------
The effectiveness of this formulation in predicting resuspension
factors and/or airborne concentrations was not reported. The
present author assumes that, since soil penetration "S" is generally
a very slow function of time, the overall decrease in Rf as time
progresses would have to be linked primarily to a similar behavior
in the soil erodibility. However, in at least some cases involving
sandy soils the erodibility is supposed to increase with time,
rather than the opposite (Chepil, 1957b). Thus it may be expected
that, in general, Slinn's resuspension factor will not account
for the "weathering effect" discussed in connection with radio-
nuclide particles.


                           MASS LOADING

     The resuspension factor approach is based on the implicit
assumption that a state of equilibrium between resuspension and
deposition processes has been achieved locally and further, by
being applied over large areas, minimizes the effects of wind
transport and saltation buildup observed downwind of a deposited
source of contaminant.

     One additional assumption, that of activity per gram of soil
being equal to activity per gram of dust in the atmosphere and
proportional to its activity per unit volume, leads directly to
the "mass loading approach."   The constant of proportionality,
called "average mass loading of the atmosphere,"  in units of mass
per volume, is defined for a particular land use and for a set of
environmental conditions.  As an example, if the average mass
loading is estimated to be 100 Mg/m3  at a given site, and the
specific activity per unit mass of soil is 3 nCi/g, the expected
air concentration of pollutant can be found from:

          C = AML x A                                       (51)
    Where C = air concentration, nCi/m3
        AML = average air mass loading, fzg/m3
          A = specific ground activity, nCi/g
                                50

-------
                                                                    81
In this example,
     C = 100   f x 3 x 10-' 2l = 3 x

This simple but effective model was employed by Anspaugh to
predict air concentrations at a number of sites.  Predicted
values did not exceed measured values by more than a factor of
roughly five in one extreme case (Anspaugh, ly75) .   The fallacy
of this model is in assuming that the resuspendible fraction of
the soil would carry with it an equal fraction of the activity,
which implies essentially that 1) activity is distributed homo-
geneously in the top soil and, 2} activity exists independently
of particle size.  For instance, if the specific ground activity
is associated mostly with particles of size greater than 50
micrometer, a very small air concentration would result, although
the model would predict the same air concentration for this case
as it would for all the activity being distributed among par-
ticles of resuspendible size.  In either case the model would
fail.  It would seem reasonable to assume, however, that the
error would be least for soils in which the contaminant has been
present for some time  (aged source).  Table 7 shows some results.

                     SEHMEL AND ORGILL MODEL
     It is axiomatic that any approach that ignores the physical
conditions and processes affecting resuspension will be severely
limited in its predictive ability.  Recognizing wind speed as one
of the most important parameters involved, Sehmel and Orgill
(1973) attempted establishing a correlation between it and
airborne concentration.  Using the physics of soil erosion as a
point of departure, more specifically that the rate of soil
erosion is proportional to the air velocity cubed,  it could be
                                51

-------
                                                                                82
TABLE  7.  OBSERVED AIR CONCENTRATIONS COMPARED WITH CONCENTRATIONS PREDICTED
          BY MASS LOADING MODEL [ADAPTED FROM ANSPAUGH ET AL. (1974) AND
          ANSPAUGH FT AL. (1975)]
                                                  Air Concentration
Location, etc.
                         Radionuclide
                                             Predicted**
                                                                 Measured
    site, USAEC Nevada
Test Site | 1 J
ME, 1971-1972 239Pu
GZ, 1972, 2 weeks 239pu
Lawrence Livermore
Laboratory
1971 [ 2 ] 238u
1972 [ 3 ] 238u
1973 [ 4 ] 23°u
1973 [ 4 ] ^0K
Argonne National
Laboratory [ 5 ]
1972 232Th
1972 naty '
Sutton, England [ 6 ]
1967-1968 !»%
7200 aCi/m3
120 fCi/m3
150 pg/m3
150 pg/m3
150 pg/ra3
1000 aCi/m3
320 pg/m3
215 Pg/m3
110 pg/m3
6600 aCi/m3
23 fCi/m3
52 pg/m3
100 pg/m3
86 pg/ra3
980 aci/m3
2^0 pg/m3
170 pg/m3
62 pg/m3
Predicted value Is equal to the soil concentration ( activity /g) x 10"  g/m
 Most values are annual averages,
[ | ]



[2]



[3]



[4]




[5]



[6]
       ANSPAUGH,  L.R., PKELPS, P.L., KENNEDY, N.C., BOOTH, H.G., GOLUBA, R.W.,
       REICVtt-lAN,  J.M., KOVAL, J.S., Resusperision element  status report, The
       Dynamics of  Plutoniujn  in Desert Environmente, USAEG Rep. NVO-1^2 (197>0 .

       GUDIKSEN, P.H., LINDEKEN, C .L.,' GATROUSIS, C., ANSPAUGH, L.R.,
       Environmental Levels of Radioactivity in the Vicinity of the Lawrence
       Livermore Laboratory, January through December 1971j USAEC Rep.
       UCRL- 512*42 (1972).
       GUDIKSEN, P.H., LINDEKEN, C .L., 'MEADOWS, J.W., HAMBY, K.O., Environmental
       Levels of Radioactivity in the Vicinity of the Lawrence Livennore
       Laboratory, 1972 Annual Report/ USAEC Rep. UCRL-51333 (1973).

       SILVER,  W.J., LINDEKEN, C.L., MEADOWS, J.W., HUTCHIN, W.H., MCINTYRE,
       D.R., Environmental Levels of Radioactivity in the Vicinity of the
       Lawrence Livermore Laboratory, 1973 Annual Report, USAEC Rep.
                  (197'0-
       SEDLET, J., GODCHERT, N.W., DUFFY, T.L., Environmental Monitoring at
       Argonne National Laboratory, Annual Report for 1972, USAEC Rep.
       ANL-8007 (1973).

       HAMILTON,  E.I.,  The concentration of uranium in air from contrasted
       natural environments, Health Phys. _!£ (1970) 511-
                                       52

-------
                                                                    83
assumed that resuspension is also a function of air velocity,  to
an unknown power.  From diffusion theory,

          C = ^ fO,x,y,z)                                   £52j
          ^   u
    where C = air concentration, jiCi/m3
          Q = resuspension rate, ^Ci/hour
          a = standard deviation of distribution, m
      x,y,z = space variables
          u = average wind velocity m/sec, mph, etc.

As a first approximation, the particle resuspension rate Q,  is
                                2
assumed to be proportional to u .  Thus,

          c = - g(<*,x,y,z)                                   (53)
              u
       or C = u2 g(a,x,y,z)                                  (54)
Experimentally, Sehmel found air concentration at sampling
station S-8 at Rocky Flats, for one-hour periods, expressed  by

          C = 0.45  (u)2'1                                     (55)

    where C = average airborne  concentration, fCi/m3
          u = average wind velocity, miles/hour.
It is easy to see that Sehmel's empirical relationship is roughly
consistent with the theoretical relationship predicted by diffu-
sion theory.  Similar analyses  at other stations and for all time
periods should determine whether this model is generally effec-
tive, and whether or not there  is a minimum wind speed below
which the model is unoperational.  With the above simple model,
the threshold velocity was found to be not significantly differ-
ent from zero, at station S-8.
                                 53

-------
                                                                   84
     Neither the sources nor the ground concentrations were
sufficiently defined for establishing a correlation between
deposited and resuspended plutonium.  A local activity of 0.3
fCi/m3 not directly attributable to the west and southwest winds
used in developing the model was observed.  However, maximum
resuspension factors at Rocky Flats varied between 10"5 to 10"
m  , for different time periods and different sites, which
complicated possible analysis.  Thus the model appears to be of
somewhat limited applicability.

                     GILLETTE AND SHINN MODEL
     Pursuing the relationship between resuspension and soil
erosion, Shinn et al.  (1974) developed a model relating dust
concentrations and vertical aerosol fluxes to wind velocities and
conditions of the soil.

     The vertical flux of aerosols, assumed constant to within a
few tens of meters from the ground, was expressed by Gillette et
al. (1972) as
   where F. = vertical aerosol flux, positive when described
          x\
              upwards, in particles per unit area per unit time
         K. = coefficient of exchange for aerosols , in units of
              area per unit time
          P = density of air, in mass per unit volume
          n = number of particles per unit mass of air
          Z = height, in length units.

Because the researchers' interest was limited to particles of
less than 20 micrometer in diameter, the terminal velocity was
much less than vertical velocity fluctuations, and the coeffi-
cient of exchange K. was assumed to be, approximately K. = K,
                                 54

-------
                                                                      5
where K is the eddy viscosity,  and

          K = u*kz                                           (57)
         where u* = friction velocity,  in  units  of  length  per
                    time
                k = 0.4, Von Karman's constant
                z = height
Further, equation  (56) was modified  to  represent mass,  rather
than number of particles, per unit area per unit time.

          F - -K *                                           (58)
    where  F  =  vertical  aerosol  flux, mass per  unit  area per  unit
               time.
           C  =  concentration  of  aerosol mass per unit volume  of
               air,
 and thus equation  (59)  may now  be written, from equation  (57) and
 (58),  as

           F  =  -u*kZ                                          (59)
 From  dust  profiles  obtained  at  GMX  and  Texas  and  observations
 made  in  Kansas  and  Colorado,  a  power- law  distribution with height
 was found  for  the dust  concentrations.  The exponents were either
 -0.25 or -0.35,  with  a  value  of -0.3  assumed  for  the model.
 Thus,
        where  p  =  0.3
Combining  expressions  (59)  and  (60)  and  the  value  of  k  from
equation (57), results in
           F  =  0.12  u*C                                       (61)
                                 55

-------
                                                                    86
     Since in the range of 0.7 m to 2.0 m the concentration
varies only~±20 percent from the reference concentration  C,,
at one meter, it was found convenient to specify  flux,  also,  at
this height,  F,, as follows:

1.   Shinn recognized the importance of saltation flow  in  deter-
mining concentration, and also that saltation,  friction velocity,
and surface characteristics are interrelated.   Empirical rela-
tionships were derived from observations at GMX and  in  Texas, of
the form

         C1 = a uj                                           (62)
 GMX     Cl = 6.1 u*2'09                                       (63)
              a = 6.1
              y = 2.09
 Texas   GI = 522 u/'38                                       (64)
              a = 522
              y = 6.38
   where C, = concentration at 1-meter, mg/m3
         Ua = friction velocity, m/sec.
2.   Applying the above relationships to equation (61), the
fluxes at these locations can be expressed as

          F! = b u/""1                                        (65)
 GMX      Fj = 0.73 u*3"09                                     (66)
 Texas    FI = 62.64 u*'38                                    (67)
In other words, concentration and flux can be expressed in the
general form,

         Cl = a u*                                           (68)
         Fj_ = b u/+1                                         (69)

        where b = O.lZa                                      (70)
                                 56

-------
                                                                    87
The subscript "1" indicates indicates "at one meter above ground"

By choosing u* = u  = 1 m/sec a convenient designation was found
for the coefficient b, that of "reference dust flux"
        Fo = b
         where u  = 1 meter/sec

y+I
  or     b = F0/(uoy+I )                                     (72)

 Thus,   F  = "  reference  dust  flux" at  the height of one meter
             at a  friction  velocity of  one meter per second.
  and    c                                                   (73)

                                                            (74)
The above is known as the "Gillette and Shinn" model.  The
subscript "1" may be dropped in this expression if it is assumed
that the vertical flux remains constant to within a few tens of
meters from the ground.

     With additional data provided by Gillette, tentative rela-
tionships were constructed between F , y, and the soil conditions
as expressed by I, "Soil Erodibility Index", a function of
percentage of soil fractions greater than 840 micrometer in
diameter (See Table 8 ).  Figure 11 (from Shinn et al., 1974) shows
these relationships.  Their applicability can be gaged by means
of a simple example.

     It is easily seen from Figure 11 that F  is a simple function
of I, which the author interprets, roughly, as

        F0 =(0.0276^)1
                                 57

-------
                        200
  400     600
Soil erodibilify index
1000
       Figure 11.  "Reference Dust Flux"  FQ and exponent y as functions
                 of the soil credibility index [From Shinn et al. (1974)]
To obtain F   =0.73 [GMX, Eq. (66)] the  credibility index in
Eq. (75) would  have to be I = 26.45, which,  from the graph,
corresponds  to  an exponent "y" approaching  the value 2.09
obtained empirically.   However, with y = 6.38 [Texas, Eq. (67)],
the same graph  would predict FQ =  12, which is quite distant  from
the value 62.64 indicated for the  Texas  site.

     With the intent of eliminating the  inconvenience attendant
to the use of graphs,  the author of the  present report has  taken
                                 58

-------
                                                                    89
the liberty of reducing the tentative relationships  indicated  by
these graphs to a set of equally tentative equations, as  follows:
  1. The relationship of y to F  as shown in Fig. 11 can  be
     expressed empirically as
                -28 mg/(m2 .sec)
              4.1 mg/(m'.sec)
                                      8'25                   (76)
     The plot of X(F ) as obtained from the above expression  is
     presented in Figure 12, accompanied by the original
     relationship as redrawn from Fig. 11.
  2. The correlation between F  and I has already been shown  to
                              o                 '
     be, from Fig. 11,
        FQ = 0.0276 mg/(m2-sec) x I                           (77)

  3. Using equation  (77), equation (76) can be rewritten as
                             + 8.25
             4.1 + 0.0276  I
     The agreement of this expression with the original graph in
     Shinn et al.  (1974) is shown in Figure 13, the dotted line
     indicating Shinn' s original plot, the circles representing
     values obtained by equation (78) .

  4. Applying these relationships to equations (73) and (74), it
     follows that  these can now be rewritten directly in terms
       /
     of I as
                        r  -(4.1 + 0.0276 I + 8'25)
         C, = 0.23 JS& I  H*                                  (79)
          1        m3   LuoJ
                                       / _ :!« _ + 9 25\
                                       V4.1 + 0.0276 I   y'ZV
         F  = 0.0276 mg/(m2-sec) I \~\                      (80)
         where I = credibility index, dimensionless
               u^ friction velocity, meters/second
               u = reference friction velocity =  1 m/sec
                o
                                59

-------
                                                                — y as function of Fp ,  as  redrawn  from figure
                                                                    From Eqn.: X =
                                                                                    -28
                                                                                   4.1
8.25
0   1    2   3   4   5   6   7   8   9   10   11   12  13  W  15   16   17  18  19   20  21  22  23  24 25  26  27  28 29  30
                                                     /_mg_x
                                                  h° \ m'- sec /
                              Figure  12.   Exponent y expressed as a function  of F
                                                                                                                        UD

-------
                                                                     91
     50
     40
CN    30
  en
  E
  o
 LJ_
     20
     10
         -$-
                       ro.
                200       400      600       800


                  SOIL ERODIBILITY INDEX,I
               10
            1000
               o     From
                                -28
                             4.1 + 0.02761
+ 8.25
                     From Fig. 11
     Figure  13.  Exponent  y of Gillette  and Shinn model

                 expressed as  function of erodibility  index  I
                          61

-------
TABLE 8.  SOIL ERODIBILITY INDEX I BASED ON PERCENTAGE OF SOIL FRACTIONS GREATER

          THAN 840 MICROMETERS IN DIAMETER [Adapted from Chepil and Woodruff (1959) ]

0
1
2
3
4
5
6
7
8
9
Soil Erodibility Index, I
70
25
13
6.5
3.1
1.1
0.55
0.12
0.02

Tens^ g
Percentage
80
27
14
7.
3.
1.
0.
0.
0.

8
of
100
30
15
0 7.5
4 3.7
2 1.3
60 0.65
14 0.16
03 0.03

7
120
33
16
8.0
4.0
1.4
0.70
0.20
0.04

6
soil fractions
150
36
17
8.5
4.3
1.6
0.75
0.25
0.05

5
greater
175
39
18
9.0
4.9
1.8
0.80
0.30
0.06

4
280
43
19
9.5
4.9
2.0
0.85
0.35
0.07

3
450
17
20
10.5
5.2
2.2
0.90
0.40
0.08

2
than 840 micrometers
1000
51
21
11
5
2
0
0
0





.0
.6
.5
.95
.45
.09

1
--
55
23
12.0
6.0
2.8
1.0
0.5
0.10
0.02
0
in diameter
                                                                                                    CO
                                                                                                    ro

-------
                                                                     93
     5. For completeness sake it should be mentioned  that,  on  the
        basis of the above relationships, the  empirical  constant
        "a" of equation  (62) can also be related to I directly by
          a = 0.23 I
 The application of these equations should be limited to dry, sandy,
 unvegetated areas, similar to those at which the data was obtained
 Coupled with a suitable model of atmospheric transport and
 diffusion, either equations  (79) and  (80) or equations (73)  and
 (74) used in combination with the graph in Figure 11 could be
 applied to calculate airborne concentrations of plutonium within
 and without the contaminated area.

                        RESUSPENSION RATES

1.    HEALY AND FUQUAY MODEL
     One early model combining atmospheric transport and diffu-
sion with contamination "pickup" rate was proposed by J.  W.  Healy
and J.  J. Fuquay (1959).  The model assumes that the rate  of
pickup of particles from a surface is directly proportional to
the ratio of wind forces to gravity forces on individual parti-
cles and, naturally, to the number of particles on the ground.
Taking the wind force on a particle as proportional to the square
of the wind velocity and to the particle area exposed to the
wind, the rate at which particles become airborne, Q, is given by
              ~    
-------
          K = "surface pickup coefficient,"  gms.sec/m
            = 6K'
          u = wind velocity, m/sec
Further, the model defines a "coefficient of deposition,"  A ,
reflecting the relationship of the rate of deposition on a
ground surface due to turbulent diffusion, electrostatic effects
and gravitational settling to the air concentration a short
distance above the ground .

 »   Rate of deposition per unit area of ground per second   (82']
    Volumetric concentration per unit volume of air
     where A = "coefficient of deposition,"  m/sec

Because deposition was defined to be dependent on the volumetric
concentration very close to the ground, Button's expression for
the concentration downwind from a continuous point source was
used with z = 0, as follows:

specifying z = 0,
                                2
C(x,y,o) = 	 RQ      exp (  "/      )                     (83)
           >rCs2u x2 n        C| x

where C(x,y,o) = concentration in grams/m3 at position
                 x,y, meters
             Q = rate of emission, grams/sec.
            Cc = C7 = C  = Button's virtual diffusion
             o    LI    y                    i
                           coefficient, m  /2
             n = stability coefficient, dimensionless
             R = reflection factor to account for the presence of
                 the ground
               = 2 in this and following equations
             u = wind velocity, m/sec.
                                64

-------
                                                                   95
The rate of depletion of the total  quantity  of material  down-
stream due to fallout was determined using A  as  defined  pre-
viously in Chamberlain's source depletion equation,
                          n/2
   where Q = source  rate,  g/sec.  at  point  source,

      Q(x) = effective  source  rate,  after  depletion between
             point source  and  distance  x from  point source

Combining equations  (81),  (83),  and  (84) results  in the  following
expressions :
     1.   Concentration downwind  from a point  source  S   in
          - p
          units  of grams,  particles, or /xCi ' s

                      2  K SD  U         -4Axn/2         v2
          C(x,y,o) = - -p  —  exp  (-^M - ) exp (--/—)  (85)
                     irdCgpx           V^CgUn       CgX  n

Integrating  (85)  over  y from -«= to +» results  in:

     2.   Concentration downwind  from an infinite  line source,
          with  linear  density  of  pollutant SL  in units of grams
          (or microcuries, or  particles) per meter:
          C(x v o) .         '         exp  (-.)        (86,
            C 'Y>  '
 Integrating along the downwind coordinate up to a distance  x
 produces :
     AL    Concentration downwind from a source  infinite  in  the
           crosswind direction, but  extending to a distance  x
                                      •• •• *  .....     ----- o —
           downwind, with a surface  concentration  S.  in units __of
           gms/m2  or nCi/m2_>
              K S.u2      4^xn/2          4AX n/2
                                 65

-------
                                                                    96
Some caution must be exercised  in applying  equation  (87)  to  a
physical case,  in view  of  the somewhat misleading  definition of
XQ as "downwind extent  of  the source area,"  Presumably  this
indicates a relationship such as shown in Figure 14 below:
                                            C (XY,0)
                                             •  P (X,Y)
     CONTAMINATED AREA
 Figure 14.   Presumed relationship  of  distance  parameters  in  Healy
             and Fuquay equation of airborne  concentration down-
             wind from an area of finite  downwind  extent  [Eqn.(87)]
For x > x ,  exp
                  4Ax
                     n/2
4Ax
    n/2
                           < exp
                         (88)
This would mean that the bracketed term in equation  (87)  is
either negative or zero, and the largest concentration C  at point
x,y,o is zero, when x = XQ, and negative in all other cases.
                                66

-------
     The true intent of equation  (87) may  be  gaged  by  repeating
the probable derivation of  the  equation with  the  following
considerations :

     a.   The concentration at(x,y,o)due to an  infinite  line
          source at x' is :
           CCx.y.O)
     b.   The  differential  concentration  dC  at  (x,y,o)  due  to  an
          increment  dSL  at  x1  is:

                                  [4A(x-x')n/2'
                            K 11 p    CS u n
          dC(x,y>0) •     2 K ue -      - ds          (90)
                     V^TdpCs (x-x')U nj/2
      c.   dS,  [jzCi/m]  can be  interpreted  as  an  areal  density S.
                ] times an increment  of distance dx' : dS^ = S^ dx1
4Afx
                                        x-xMn/21
                                        u n     J
                          v ,, Q
            j      j/-.      K U OA   -           j  .            fm^
          and so,  dC = — - a - — — — — -dx1            (91)
                            Cc (x-x1) (2-n)/2
     d.    To  determine the total contribution of the  area between
           x1  =  o  and x'  = x ,  to the concentration at (x,y,o),
           the above equation is integrated with respect to x'
           between x  and o:
                                                                     97
                                  67

-------
                                                              98
i) In   C(x,y,0)


ii)  let         w

    and thus   dw
iii) then  —2- dw
             n
                        2 K u SAe
                                    4 A (x-x
                                      !c u n
                                           n*/2l
                                 (x-x')(2'n)/2
                                                dx
                    (x-x')n/2

                    -JLCx-x'f/2-^dx'
                      2
                         dx
                                         dx1
iv)  and equation i) becomes


                     4
         C(x,y,0) =-
                       K sA u  I
                       PCS n J
                              W= X
                                       4 AW
                                          u n
                                               dw
v) Performing the integration produces
   C(x,y,0) • - 4 K SA u x.    1
                dp Cs n
                            - 4A
                                     _  4 w A
                                      \Hf G  u n
vi) which reduces to eqn. (92)



   C(x,y,0)  =  K SA U?
              d P A
                                u n
                           4 A (x-xn)
                                u n
                                    n/2
                                      - e
                                                 w=(x-x0)

                                                     n/2
                                                 W= X
                                            4A x
                                                n/2
                                              Cs u n    (92)
         u
                      -^f'^«*
                       Fig. 15.
                          68
                                 Line  source  increment  dS,

-------
y
   The meaning of "xo"  as probably  intended  by  Healy  and  Fuquay now
   emerges in true context  from  the above  equation  (92).   If  instead
   of "downwind extent  of source area,"  x  in equation  (87) is
   interpreted as "distance between detector position x and downwind
   boundary of source area" or simply  as "distance  to the  nearer
   boundary"  ("X-XOM in equation (91)),  there is no conflict  between
   equation (92) and equation  (87).

        Making use of equation  (91)  with the definitions:

        x^ =  x-x  = distance to  nearer boundary of  source  area
  X£ = x - distance to farther boundary of source area


:(x,y,0) = JL£A_uL L"
           d p A    L
                                     n
'Sun'  - e
                                                               (93)
                                    u
                 (*, y,o)
                      s*z£
                                                   s ,^
     Figure 16.   Revised interpretation of parameters  employed  in
                 Healy and Fuquay equation for airborne  concentrations
                 downwind from an area of finite  downwind  extent
                 [Eqn.(93)J
     and taking into consideration that the concentration  at  x  due  to
     a source area extending from o to x^-x  is  equivalent to the
     concentration at o due to a source extending  from  xn  to  xf, the
     concentration at o due to an infinite  plane can  be obtained.
                                                                        99
                                     69

-------
                                                                   100
Assuming that wind blows from only one direction at a given place
and time, only half of the infinite plane in which the detector
is located needs to be considered.  Setting x  = o and X£ =<»,
the contribution from the semi-infinite plane extending from o to
infinity produces
     C -.* *A UI  eu- -L )                                 (94)
          dP*   \      e00 /

or,  4.   Concentration over an infinite area source

                 K  SA u2
                   dpA                                      (95)
Note that the concentration C shows a dependence on the square of
the wind velocity approximating that obtained experimentally by
Sehmel at Rocky  Flats, where

     C = 0.45 (u)2'1
                                  A
Rewriting equation  (94) as C = (Ku /dpA)S. and recalling the
definition of resuspension factor, R^, it becomes clear that

     Rf •
RecalHng Slinn's expression, Rf -  •

and ignoring the weak dependence of r on wind velocity,

          R£~|                                             (97)

From Bagnold and Chepil's soil erosion model,

                 *3
          q » Cpu                                            (98)
                                  70

-------
                                                                   101
     where
          q = rate of soil movement,gms/cm width sec
          C = soil constant
          *
         u  = drag velocity
If the assumption is made that E, rate of soil erosion, now in
                                           ^e 1
gins/cm2 .sec, is similarly proportional to u   and hence to u3,
          Rf oc £  
-------
                                                                  102
That is, the resuspension should be strongly dependent on the
wind speed only if u «u.  This will occur if u itself is small
and soil movement is slight.  Stewart obtained a relationship of
Rr to u  with wind velocities below 5m/sec and particles of size
0-8 micrometer and 0-12 micrometer.  Healy and Fuquay obtained
their values of K with wind velocities not exceeding 3.6 m/sec
and particles of MMD = 7 jim.

     The above discussion imposes some limitations on the appli-
cability of Healy and Fuquay fs model and by implication on
Sehmel's, though not on Slinn's model, which did not explicitly
relate erosion to wind velocity.

2.   HEALY 'S MODEL
     The "surface pickup coefficient" K has units of gm.sec/m4, a
circumstance that may have influenced Healy 's proposal of a
different coefficient, called RR for purposes of this discussion,
such that:

                                                            (101)
The units of the new coefficient are sec"1 ; and from equation
(81), restated below, the physical significance of the new para-
meter becomes clear:

          Q = S K u2
              ~~~
          Q = S RR                                          (102)
Since Q is the "rate of pickup,"  in jzCi/sec or gms/sec and S is
the total amount of contaminant present on the ground surface, in
gms or ^Ci's, then RR in sec"1  must be "that fraction of the
contaminant deposit that resuspends per sec" or, simply put, a
"resuspension rate."
                                 72

-------
                                                                  103
     Using equation (101) instead of equation (81) as a point of
departure, and following essentially the same procedure outlined
in equations (81) through (94), Healy's 1974 model can be
obtained.  This model is somewhat more general than Healy and
Fuquay's 1959 version in the following aspects:

     a.   RR is used instead of K.  As already discussed, using
          K in conjunction with u , p, d may conceivably restrict
          the applicability to velocities of less than 5 m/sec
          and low mass loading.

     b.   The effect of height Z above the ground in measuring
          concentrations is considered by including the corres-
          ponding Z-dependent terms in the diffusion equation.

     c.   C7 is no longer assumed to be equal to C .
           L                                      y
     d.   R is no longer explicitly restricted to a value of 2.
     e.   For completeness, the "coefficient of deposition"  "A"
          is replaced by the more generally used term V, "deposi
          tion velocity."

Applying these changes to equations (85), (86), and (87) results
in expression equivalent to the ones following below:

     1.   Concentrations due to a point source containing
          S  yCi's or grams of pollutant.
      c .                exP
          C Cznu x1^-^
                             -y2
(103)
Air concentrations due to other source configurations may be
obtained by integrating the above point source equation, by
numerical techniques if the deposition pattern cannot be expres-
sed as an equation.
                                73

-------
     2.
Concentration due to an infinite line source upwind,
with SL fiCi/m or gm/m of plutonium.

                    /  -z2      2  R  Vj  xn/2\
     C =
             R RR SL
                                            u n
                                                  (104)
              u
     3.    Concentration downwind from a source infinite in the
          crosswind direction, finite in downwind direction, with
          receptor at the ground level and x,-distance to nearer
          boundary, x- = distance to farther boundary of source
          area.
      C  =  RR SA
        /^LJLVd_xin/2\     (-2  R v.  x
        y?rcz u n     /     \nr cz u n
                       —  e
                                                  (105)
Following the set pattern, the equivalent expression for an
infinite area would be:

     jK   Concentration at any point near ground level from an
          infinite source area.
              RRSA
                                                            (106)
This permits establishing a relationship between resuspension
factor and resuspension rate for a uniformly contaminated area.
C -
                      - R
            _ RR
         Rf ' VJ
                                                            (107)
                                 74

-------
                                                                   105
Furthermore, the expression Rr S., jiCi/cm2 -sec. or gm/cm'-sec.,
represents a flux of material, as pointed out by Anspaugh  (1975).
Using equation  (61), this 'results in:

     F = RRSS = - p k u^C-L                                   (108)

    or   RR   = - p k u^^l = - p k u^.R£                      (109)
                        SA

This obviously  implies also that V , = p k u#                 (110)

One additional  equation was employed by Healy to describe con-
centration due  to a Gaussian line source.

Concentration downwind from a line source with Gaussion distrib-
ution of material, with a standard deviation of A meters.  The
receptor is directly downwind from the peak ground concentration
SL
                             /   -z2      2 R Vd xn/2\
                                             u n
                R A RR SLn  e                        '
     r = ___ £ — rP__ -                        (111)
                --
                         y
                                  2A2
To utilize the above models, some judicious choice of values for
the- parameters R, n, C™, V,, and RR had to be made.  These are
given in Table 9, with exception of RR which will be discussed
later.

     The Sutton parameters n, C^, C  were chosen to correspond to
unstable, neutral, and stable conditions.  Healy made a compari-
son of the dispersion parameters a  and o7 as a function of
                                  /      ^
distance using Pasquill's curves and the Sutton parameters used.
These are shown in Figure 17 and Figure 18.  Possibly no further
comment is required on this account.

-------
TABLE 9.  VALUES OF Vd/u AS FUNCTION OF ATMOSPHERIC CONDITIONS,  ROUGHNESS  HEIGHT,

          REFLECTION FACTOR AND PARTICLE SIZE.[AFTER HEALY  (1974)]

SUTTON
PARAMETERS


OUGHNESS
R Zjcm)
n
Cz(cmn/2)

3
SURFACE R
PARAMETE
0.1
2.3

ATMOSPHERIC CONDITIONS
UNSTABLE
02
0.45
0.3
0.0093


0.017
1

0.0003
0.0005

1.97
NEUTRAL
0.25
0.2
0.1
0.0028


0.0080
1

0.00008
0.00020

1.97
STABLE
0.5
0.3
0.07
0.0046


0.0029
1
X
0.00001
0 00009

1.97
REFLECTION FACTORS R=2-f (dimensionless)
TABLE 9
vd/u VALUES AS FUNCTION
 I5yum

                                                                                              cs
                                                                                              CT3

-------
                                                                      107
                       10
              Distance (m)
10
                                     b  10  -
                                          10
Fig. 17   Comparison of a  for Pasquill's curves   Fig. 18
        and Sutton using parameters of Table 9
10         10
Distance (m
            Comparison ofo for Pasquill's curves
            and Sutton using parameters of Table 9
 Adapted from "A Proposed  Interim  Standard for Plutonium in Soil,"
 by'J.  W. Healy, LA-5483-MS, UC-41,  (1974),  pp.  35,36
      The choice of values  for  the deposition velocity V,  and  the
 related parameter R, reflection factor, was complicated by  the
 general lack of readily usable data.   Consequently, several
 assumptions were made by Healy that both limit the applicability
 of the model to a certain  range of particles sizes and introduce
 possible inaccuracies within the applicable range.

      Two mechanisms of settling are generally considered  in
 deposition studies:  that  of gravitational settling, and  that of
 turbulent transfer.

      Gravitational settling describes the motion of a particle
 acted upon by gravity and  aerodynamic drag, two opposing  forces
 that  eventually cancel each other with the result that a  final
                                   77

-------
                                                                  108
limiting velocity is reached known as "terminal velocity,"  a
function of particle size, shape, and mass.  For the idealized
case of homogeneous spherical particles up to 50-100 micrometer
in diameter, the terminal velocity is given by Stokes1  Law as:
          Vg =    b^p                                      (112)

     where
          V  = terminal (settling) velocity, cm/sec.
           o
           g = acceleration due to gravity, cm/sec2
           r = particle radius, cm
           K = air viscosity in poises.
For PuO- particles, of density 11.4 gms/cm3 , and 181  micropoises
of air viscosity, the terminal velocities as function of size are
given in Table 10.
TABLE 10.  TERMINAL VELOCITIES OF Pu02 SPHERICAL PARTICLES IN AIR
          Radius  Ozm)          Terminal Velocity (m/sec)
0.05
0.1
0.2
•0.5
1.0
2.0
5.0
10.0
20.0
50.0
100.0
.0000034
.000014
.000055
.00034
.0014
.0055
.034
.137
.548
3.43
13.72
For large particles, the terminal velocity overshadows any
turbulence effects so that the deposition velocity is essentially
equal to the terminal velocity.  For smaller particles, the

                                78

-------
                                                                  109
terminal velocity decreases to the point that turbulent eddies in
the atmosphere exert sufficient force to overcome gravitational
forces and retain the particle in suspension for long periods of
time.  The mechanism of deposition for these smaller particles is
that of turbulent transfer, rather than that of gravitational
settling.

     Assuming the transfer of mass across the boundary layer of
the atmosphere to be equal to the transfer of momentum, Fuquay
(Healy, 1974) evaluated the transfer velocity to be:

          V  = IH!)L                                        (113)
           •
    where V  = transfer velocity
          u* = friction velocity
          Uy = wind velocity at reference height Z.

The friction velocity u* depends on the wind profile and the
nature of the surface.  For a neutral atmosphere, the relation
ship  in equation  (114) holds:
          UZ _ 1 In Z
    where  k = Von Karman's constant
             = 0.4
          u7 = wind velocity at reference height Z
          Z  = constant, characteristic of the surface.
               (height at which flow can be extrapolated to zero)
     For stable or unstable conditions, Deacon (Healy, 1974)
derived equation  (115).

         Jiz_ = __i—Er[~(-r)1~/3-  xl                      (115)
         u        *•     &  \\  0}      J

                                79

-------
                                                                    110
    where  ft  > I for an unstable  atmosphere
           /3  < 1 for a stable  atmosphere

Assuming that Z  is characteristic  of  the  terrain and that it is
the same for all stabilities  as  calculated  for  neutral condi-
tions, and combining equation (113)  with  equations (114)  and
(115) results in:
 for neutral conditions,
                             (116)
 for other conditions
                          vt =
k ( 1 -
                                         -  1
          (117)
Note that the  assumption  that  Z   is  independent of stability and
/3 is a function  of  stability does  not  necessarily imply that @
is independent of Z  .   Healy,  for  simplicity,  makes the assump-
tion that /3  is independent  of  Z  .  Using  values of /3 obtainable
from the literature,  Healy  obtained  a  table  of values,  part of
which is reproduced  in  Table 11.
                TABLE  11.   CALCULATED VALUES OF Vt/u
                     Stable
  Neutral
Unstable
          0.1        0.00046         0.0028          0.0093
          2.3        0.0029          0.0080          0.017
 After J. W. Healy, in LA-5483-MS, UC-41, (1974) "A Proposed Interim Standard
 for Plutonium in Soils"

Comparing this table with Table  9  given previously, it is clear
that these values  correspond to  V^/u ratios  for particulates of
size>1.5 micrometer.
                                 80

-------
                                                                   Ill
     Assuming that particle diameter was the parameter used by
Healy in determining size, it could be of interest to calculate
the settling velocity obtainable from equation (112] for a Pu02
spherical particle of size = 1.5 micrometer (radius = 0.75
micrometer).

          2  (980 — 2) (0.75 x 10"4cm)2  11.4 gms/cm3
     V  = 	sec			,	,	
      g                9(0.000180 gms/cm.sec)
        = 0.0776 cm/sec
        = 0.000776 m/sec

Consequently, for particles of size greater than 1.5 micormeters,

     V  > 0.00078 m/sec                                     (118)
      &
Since the "turbulent transfer velocity places an upper limit on
the movement of the smaller particles through the boundary layer"
(Healy, 1974), the values of V./u in Table 11 may be applicable
provided that
      vt
      (— ) u > V  > 0.00078 m/sec                            (119)
       u        ^
Using V./u = 0.00046  (lowest value in Table 11) in equation
(119) results in

     u  > 1.7 m/sec                                          (120)

Thus, in a strict sense, use of Healy's model with the deposition
velocity/average wind velocity ratios shown in Table 11 (and
Table 9, for particles > 1.5 fim) requires placing a lower limit
on the wind velocities for which the model is applicable.
                                 81

-------
                                                                   112
     Alternatively, an upper limit on the particle size to which
the above ratios are applicable may be calculated as follows
      oize  - 2 r < 3 •«/  /-, n  \ — i                            f 1 ? 7 ~
      Size  < 54 Mtn  /   u    [M                           (123)
                   Y! m/sec \u /

where g = 980 cm/sec2
      P = 11.4 gms/cm3
      K = 180 x 10~6poises  ( gms/cm.secj
      u = average wind velocity, in m/sec
  (V /u) = transfer velocity/wind velocity ratio, from Table 11,
        = dimensionless, function of Z  and stability conditions
It follows that use of Healy's values of V_,/u for particles of
size "greater than 1.5 micrometers" may not be appropriate under
certain conditions.  Their use is best left to the discretion of
the user, via comparison of Tables 10 and 11 and equation (123)
considering the margin of allowable error permissible in each
specific application of the model.

     Another parameter of importance, "retention efficiency,"  was
considered in applying V,/u's for small particles sizes.  Assum-
ing that particles of sizes " 1.5 micrometer" were relatively
large,  and that once deposited they would not "rebound" from the
surface, Healy assigned to them a "retention efficiency" of

                                 82

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                                                                   113
100 percent, and an overall V\/u ratio equal to the Vt/u as shown
in Table 9.  Although the latter may be an underestimation of the
actual deposition velocity for particles of this size, it could
nevertheless provide a reasonable upper limit for smaller parti-
cles, with the proviso that retention efficiencies less than 100
percent be applied to these smaller particles, thus resulting
effectively in smaller net deposition velocities.

     From data available in the literature, Healy assumed that
fission products generated by an electric arc in a given experi-
ment had sizes of about 0.1 micrometer and a retention efficiency
3 percent, and that tracer particles used in another experiment
(1 micrometer in size) had a retention efficiency of f = 70
percent.  Excluding density from consideration due to lack of
data, Healy further assumed a linear relationship of retention
efficiency to particle size, as given in equation (124):

           f = 0.74 d - 0.04                                 (124)
    where d = particle size in
The retention efficiency  f was related to the reflection factor
R by:

          R = 2  - f                                          (125)
Thus,  for f = 100 percent = 1, the reflection factor would be
R = 1.   For particles of  size 0.1 micrometer, with f = .03, the
reflection factor would be R = 1.97.  These values are shown in
Table  9, accompanied by deposition velocity - velocity ratios for
">1.5  micrometer" and "<0.1 micrometer" particle sizes.  The
latter were obtained, apparently, by multiplying the V,/u ratios
of the larger size particles by 0.03; this implies the further
assumption that  the retention efficiency does not decrease below
three  percent.   Healy recognized that "new mechanisms such as
electrostatic attraction, will come into play for the very small
particles,"  although he used this fact to justify a relatively
slow rate of decrease of  the retention efficiency as a function
                                83

-------
                                                                   114
of size, between 1.5 micrometer and 0.1 micrometer particles,
rather than to postulate an increase in the retention efficiency
for sizes less than some undetermined "critical size."   Chepil
(1945b) observed that the threshold velocity for initiation of
soil movement is least for soil particles of about 0.1 millimeter
to 0.15 millimeter in diameter, and increases for both larger and
smaller particles.  A similar increase in retention efficiency
and corresponding Vj/u values for particles either larger or
smaller than a given "critical size" does not appear to be
altogether inconceivable.  This and the preceding discussion of
gravitational settling velocities versus turbulent transfer
velocities for particles >1.5 micrometer lead the author to
suggest a "range of best applicability" of Healy's model, using
his values of Vj/u, such that 1.5 micrometer > d > 0.15 micro-
meter where d = particle diameter, some caution being indicated
for particles without this range.

     Values of resuspension rate RR were not provided explicitly
by Healy for application in his model, although he reported some
measurements made by other authors and values converted from the
original "pickup coefficient" of the 1956 model (Healy § Fuquay,
1956) as order-of-magnitude estimates useful in further studies.
The latter may be of particular interest, since some disagreement
has been reported regarding the accuracy of Healy's values of RD
and RR/u2  (reported by Healy as "K" and "K/u2") and which are
shown in Table 12.  Using the values of K (the present author's
RR) as basis, it is indeed apparent that the values of K/u2 do
not entirely correspond to the former, be it due to either
computational or round-o£f error.  This discrepancy is alleviated
by referring to the original values of the "pickup coefficient",
again K, (called K' by Healy in the 1974 work), as shown in
Table 13, and relating the two (K' and K) by Healy's equation:
                 o
          K = *!"- = 0.035 k' u2                             (126)
              P d
                                84

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                                                                                     115
TABLE  12.   RESUSPENSION RATES  (PICKUP COEFFICIENTS)  USED IN HEALY'S
            MODEL  (1974)
                         RATE OF WIND PICKUP OF ZnS PARTICLES

                       First experiment - sandy soil, sparse desert grass,
                       and clumps of sagebrush 0. 5 to 1 meter high.
u K
K/us
m/sec Sec~1xl09 Sec/msx
2.7 90
3.1 140
2.7 50
0. 9 13 130
2.7 70
2. 7 130 40
1.8 10
Second

Course
Control




Furrowed




Rock




Snow fence




U3S 9. 5
15
6.7
16
9. 5
!8
3.9
experiment -
u
u
109 m/sec
1.8
2.7
Z. 2
3.6
1.8
1. 3
1.3
K
Sec-'x 109
60
150
60
160
26
40
40
K/us
Sec/m3xl09
17
20
13
13
8. 1
24
24
prepared courses.
K
m/sec Sec~1x 109
5.8
10
8. 1
6.7
8. 2
5.8
10
8. 1
6.7
8.2
5.8
10
8. 1
6.7
8.2
5. 8
10
8. 1
6.7
8.2
120
2450
70
310
940
350
700
920
140
240
350
3500
230
470
470
47
350
140
310
240
K/ua
Sec/m3x 109
3. 5
25
1. 1
7 6.7
14
11
7
14
3.2
3.5
11
35
3.5
11
7
1.4
3.5
2. 1
7
3. 5

Remarks


Damp
Wet
Wet then dry


Damp
Wet
Wet then dry


Damp
Wet
Wet then dry


Damp
Wet
Wet ther dry
Reproduced from "A Proposed Interim Standard for Plutonium in Soils," by  J.  W.
Healy.  LA-5483-MS, UC-41 (1974), p.40,  Los  Alamos Scientific Laboratory
                                         85

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                                                                                 116
TABLE .3.  SURFACE PICKUP COEFFICIENTS, COMPUTED USING HEALY AND FUQUAY
           M.'DEL  (1959)
                                  Estimate of K
Date
29 Sept. 54

30 Sept. 54
1 Oct. 54
5 Oct. 1954



6 Oct. 54


8 Oct. 54


Distance
(m)
40
40
40
40
61
61
40
40
61
61
61
61
61
40
Concentration
(parts/m3)
86
120
28
14
9-2
17
4-6
20
16
7-8
1-4
3-2
6-4
1-4
Wind speed
(m/sec)
2-7
3-1
2-7
0-9
2-7
2-7
1-8
1-8
2-7
2-2
3-6
1-8
1-3
1-3^
K
3-7 x 10-'
4-3 x 10-'
t-9 X 10-'
4-7 X 10-'
2-7 x 10-'
5-1 X 10-'
1-1 x 10-'
4-9 X 10-'
5-8 x 10-'
3-6 X 10-'
3-6 X 10-'
2-3 X 10-'
6-8 x 10-'
6-8 x 10-'
                           Estimates of K From Second Experiment
Period
Surface condition
Wind speed, 2 m
Control (grass)
Furrow
Rock
Snow fence
Average
0-4 hr
Dry
5-8 m/sec
1 X 10-'
3 X 10-'
3 X 10-'
4 x 10-«
2 X 10-'
4-5 hr
Dry
10-0 m/sec
7 x 10-'
2 x 10-'
1 x 10-«
1 x 10-'
6 x 10-'
5-6 hr
Damp
8-1 m/sec
3 x 10-'
4 X 10-'
1 X 10-'
6 x IO-«
6 x 10-'
6-8 hr
Wet
6-7 m/sec
2 x 10-'
9 x 10-'
3 x 10"'
2 x 10-'
2 x 10-'
4-8 hr
Dry-wei
8-2 m/sec
4 X 10-'
1 x 10-'
2 X 10-'
1 x 10-'
2 X 10-'
Reproduced from Health Physics  Vol.  1,  pp.433 and 434, (1959) by permission of
the Health Physics  Society.
                                       86

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                                                                   117
Performing this computational exercise, it becomes readily
obvious that the values of K and K/u2 in Table 12 are both
rounded-off results of performing the operation indicated by
equation  (126) on the values reported by Healy § Fuquay in 1956,
shown in Table 13.  The few exceptions noted by the present
author could easily be due to clerical error.  The author has
taken the liberty of revising these by underlining the question-
able values in Table 12 and providing the proposed value in
parentheses.  Possibly of more consequence is the fact that the
values of K in the 1956 work (K' in the 1974 report by Healy)
were obtained by assuming neutral atmospheric stability with
n = 1/4 and Cg = 0.18, which correspond closely to the values
employed by Healy in 1974 of n = 0.25, C  =0.2, and C- = 0.1 for
the same  atmospheric condition.  Strictly speaking, however, this
means that "pickup coefficients" calculated by Healy and Fuquay
and later transformed into resuspension rates by Healy may not be
applicable to other atmospheric conditions.  Since the resuspen-
sion of pollutant is bound to be affected by the amount of
turbulence near the ground surface, this restriction could be
relaxed somewhat were it to be shown that atmospheric motions
(such as  characterized by average wind speed, for instance) had a
minor effect on the magnitude of the resuspension rate.  Clearly,
this is not the case, as can be seen from Figure 19 , in which the
resuspension rates obtained by Healy (as corrected by the author)
and given in Table 12 are plotted against the average wind speed.
Figure 19  indicates a definite trend towards greater values of R,,
                                                                K
as the average wind velocity increases.  For wind velocities of
3.6 m/sec and below, the relationship of the resuspension rate to
wind velocity, appears to be roughly parabolic, i.e., RD oc u2.
                                                       K
For velocities of 5.8 m/sec and above, the resuspension rate may
be related to higher powers of the wind velocity, up to
RD o u +.  It should be mentioned in this regard that Sehmel and
 K
Lloyd (1975) established a relationship of the resuspension rate
with wind speed to the 6.5 power, for velocities above 3.6 m/sec
and up to 20.1 m/sec.  Referring to equations (102) through

                                 87

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                                                             118
O
tu
00
a
in
a.
CO
M
LU
QC
 icr7
 10'




Id'8

FUNCTIONS
1
RESUSPENSION
S(

_ "10
10
FIGUF
Factc
[ From















1 1





1

RESUSPENSION
RATE — — <
FRACTIONJSEC


/
1
0 	 1
I

SLOPE -6.5
—
/ r 	 	
/ L 	 -RESUSPENSION FACTOR AT
/ , 1.8m HEIGHT, m"1
_ lf- +
/ ' DATA POINTS PLOTTED AT LOWER
// LIMIT OF WIND SPEED INTERVAL
&C 	 !
	 1 , .,!,,,.
10
WIND SPEED, in/sec
'E 19a. Resuspension Rates
rs a
Sehrr














is a
iel a














Fi
nd L














jnct
loyd














ion
(197














of
5)]














w














in














d













i
1
and













52


Speed.














I












































.

























































1































%






























































®



.





C





















0
m


o

































fl




<

ff=
^

C



'











>

il
y

:

















<










i





















>










j















   0.1
                                       1                           10
       in    u  .  ,             .WIND  SPEED. METERS/SEC
Figure 19.   Healy's resuspension  rates  as function of  average
             wind speed
                        88

-------
                                                                  119
(105), it is obvious that Healy's model does not include any such
relationship of resuspension rate to wind speed.  Consequently,
each or any of the values of RR (called K by Healy) in Table 12
can only be used in conjunction with the wind velocities and
other conditions (assumed or observed) present in the derivation
of these values.  Attempts at greater generality using one
specific value of RR will result in errors in the air concentra-
tion of possibly several orders of magnitude.

     Further examination of Healy's model reveals the presence of
a term accounting for deposition of the resuspended material, as
given by exp [-(2RV,/v/iF~Czn u)xn'  ], but the absence of any
expression explicitly indicating the further fortunes of the
deposited material  (re-resuspension).   Presumably both the
reflection factor R and the ratio V,/u include consideration of
this phenomenon through the dimensionless factor f  known as the
"retention efficiency" assumed to be 1.0 (100 percent) for
particles equal or greater than 1.4 micrometer in diameter, and
as low as .03  (3 percent) for particles equal or less than 0.1
micrometer in  size.  This would imply, apparently,  that freshly
"re-deposited" particles of greater than 1.4 micrometer in size
cannot be "re-resuspended,"  whereas 97 percent of those particles
equal or less  than 0.1 micrometer in diameter are "re-resuspended"
on impact, by  literally bouncing off the surface.  Since newly
deposited (or  "re-deposited") particles are supposedly easier to
resuspend than those present on the ground for longer periods of
time, the above reasoning would suggest that particles of d > 1.4
micrometer should seldom resuspend, or not at all,  and that those
found in suspension should range mostly from 1.4 micrometer to
less than 0.1 micrometer.  This would disagree with the size
ranges reported by some investigators.  Stewart  (1967), for
instance, mentions plutonium particles found in resuspension
experiments to be 20-60 micrometer, and estimates 
-------
                                                                  120
Maralinga, between 10 percent and 20 percent of the sampled
activity was found on particles of less than micrometer size in
diameter.  Taking into account that a single particle of 50
micrometer diameter may be the source of as much activity as 125
million particles of 0.1 micrometer diameter, assuming homo-
geneous distribution, of the radionuclides, 20 percent of total
activity may represent an enormous number density of small size
particles.  The only possible conclusion from the two quoted
results is that no conclusion can be reached, at present, regard-
ing the particle-size distribution of resuspended contaminant,
and that any model that explicitly or implicitly assumes a
distribution is subject to inevitable loss of generality.

     It should also be noted that in his calculation of RR,
Healy used freshly seeded sources, which precluded the necessity
of differentiating between a time-dependent surface concentration
of pollutant S (t) and a constant concentration per unit area Sfl.
              a                                                A
Were the latter to be used, being constant with time and easier
to measure, it would obviously have to be "weighed" with a factor
accounting for weathering effects, a term such as exp [-At],
where A. and the reciprocal T-,/- are tne same parameters discussed
in conjunction with the resuspension factor.

3.   HORST'S MODEL
     It will be recalled that resuspension rate was defined as
the fraction of material lifted off the ground per unit time.
This should be qualified, perhaps unnecessarily, by stating that
it is the fraction of the material available for resuspension (by
virtue of it not having'become "fixed") and remaining from the
resuspension process preceding a specific point in time.  Thus
two mechanisms ar<- involved in reducing the concentration of
material apt to be injected into the air stream, that of weather-
ing and that of resuspension.  Both these processes will proceed
at rates proportional to the amount of remaining available
material.
                                 90

-------
                                                                   121
     One additional mechanism needs to be considered in order to
obtain the net rate of change of available concentration of
contaminant - that of deposition.  From the definition of deposi
tion velocity V,, the rate of increase of surface concentration
can be seen to be equal to V^Cft).  Thus the net rate of change
of available surface concentration is:
     dS ft)
     -3!	 = VdC(t) - ASa(t) - RRSa(t)                     (127)

    where
      S (t) = surface concentration available for resuspension,
       d
               /iCi/m2
       C(t) = air concentration, /zCi/m3
         V, = deposition velocity, cm/sec
          X = fixation rate of available concentration, sec
         RR = resuspension rate, sec"1
This is precisely the approach used by Horst, Droppo, and
Elderkin  (1974)*in developing their resuspension model, with the
qualification that the air concentration of interest C  is that
resultant  from resuspension  from an upwind source, and not the
total air  concentration used by Langham, Kathren, etc.  In order
to express C (t) as a function of available surface concentration,
S (t), Horst et al. resorted to an expression similar to that in
 3.
Langham1s model, such that the two are related through a constant
resuspension factor, Rp.

     Cr(t) = RFSa(t)                                        (128)

Introducing this relationship into equation (121) above, results
in the expressions (129) and (130).
*  A similar expression, more general  in form, was presented by
   A. J. Amato  (Bibliographical reference-Amato, A.J...1971)
                                91

-------
                                                                   122
    dS (t)
                                                             C129)
                     (V,RC - X - RD)t
     Sft) = Sfo) e   d F        R                          (130)
      d       d
    where S (o) = initial available surface concentration.
           a
I£ the assumption were made that C ft) is the only component of
air concentration at a location where S  ft) is known, equation
                                       d
(130) would be  identical to equation  (10) discussed in connection
with Langham's  model.
                      Xt           (V^VA-RJt
     Sa(t) = Sa(o) e "At = Sa(o) e   d r    R                (131)

This would imply that V,Rp - RR = 0, or  equivalently :

        RR = VdRp                                            (132)

Thusly, equation  (122) could be rewritten as

     Cr(t) = RFSa(o) e ~Xt                                   (133)

The difference  between equation (133) and the expressions derived
from Langham's  and Kathren's models is academic, in that the
latter do not specify the geographic origin of the resuspended
contaminant; whereas Horst states that the source is "upwind."
Indeed, in order to apply this "upwind" source to equation  (129),
the implicit assumption must be made that S (t) upwind is equal
to S ft) at the point of interest, which makes the difference
    d
irrelevant.

     Furthermore, if S&(t) is to vary uniformly, it is intui-
tively obvious  that an infinite plane must be assumed.  Other-
wise, a depletion of the surface concentration at the upwind
                                 92

-------
                                                                  123
boundary of a seeded area would be coupled with an increase in
the air concentration at the downwind edge with resultant gradi-
ents of Sa(t) in the intervening areas.
     Horst et al., however, were more cautious in their treatment
of equation  (129).  They considered, in addition, the effects of
deposition and resuspension on S. , concentration per unit area
(SA * Sa) .

     dSA(t)
     -dV- = VdCr(t)- W^                              C134)

Soil fixation was excluded from the above equation, since it
would not affect total concentration per unit area.  Making use
of equations  (130) and (133), the above may be rewritten as
follows :
     dS  (t)                       (VdRF-X-RR)t
     -at- = (vdRF - RR) V°> e

              S  (o)  (V,RF-RR)    (VdRF-X-R )t
      S.(t)  = -5 - d  F  R  e   d F    K   + C            (136)
                 (VdRp-X-RR)

where C  is a  constant of integration; at time t = o, the
exponential  term must equal 1, thus
              SA(o)CVdRF-A-RR)- Sa(o)(VdRF-RR)
          C  --    --  -               (137)
 Recalling  that  SA(O) = Sa(o), the above provides:

                 S,(o)                     'CVdRF"X " RR}t
      SA(t) -  (vdRAF.A.RR)[  -X +  (VdRF-RR) e               ] (138)

 For t »l/(VdRp-\-RR) , this reduces to equation  (139).

                                                            (139)
        A
               -R-dF
                                  93

-------
                                                                  124
Since the "observed total concentration remains at better than 90


percent of the original,"





     SA(t) > 0.9SA(o) for t«l/(VdRF-A-RR)                  (140)







     x (R \ R N	  *  0.9                                 (141)
     X-(RR-vdRF)






         X > 0.9 [X-(RR-VdRF)]                              (142)
     RR- VdRF  < 0.1X                                       (143)




The above prompted Horst et al. to offer two possibilities:
ALTERNATIVE I



     The difference Rn - V,Rr is much smaller than the "weather-
                     K    Or

ing" or "fixation" rate X , though neither Rn nor VjR,, is neces-
                                           K      u r

sarily much smaller than X , individually.






          RR ' VdRF<
-------
                                                                 125
     By comparing a fixation rate of 2 x 10"7sec    (a  40-day
half-life) to measured resuspension rates of  10"8  to 10    sec
and VdRp values ranging from 10"'°  to 10"6 sec"' ,  Horst  et  al.
concluded that neither possibility could be rejected.  The  author
feels that additional data could shed some light  on the  dilemma,
although final resolution of it may have to be  postponed until
more conclusive evidence is available:

     1.   Healy and Fuquay  (1959) calculated  "pickup coeffi-
          cients" of 10"8 - 10"7 gms-sec/cm4 , which translated
          into resuspension rates by means of equation (126)
          result  in values ranging from 3.5 x 10"6 to  10"8  sec"'
           (Healy, 1974).

     2.   Sehmel  and Lloyd  (1975) measured RR's of 2 x 10"8 sec"'
          to  2 x  10~10  sec"1 for "respirable"  particles and  one
          value of 1.3 x 10"11  sec"'  for "non-respirable"
          particles.  The resultant range of  values of the  resus-
          pension rate is consequently 3.5 x  10"*  sec"' to  1.3 x
          10"11  sec"1 .  This corresponds to the range  of V,Rp
          values  estimated by  Horst et al..   However,  the  latter
          were calculated on the basis of initial  resuspension
           factors 10"4 m ' to  10"6 m~'  , and minimum deposition
                        *5            — A.
          velocities 10   m/sec to 10   m/sec.   Thus,  higher Vj's
          are possible, which  will serve to extend the upper
          limit of the VjRp range.  In addition,  values  of  Rp of
          10"3 m"1 have been reported by Mishima  (1964).

     3.   The value of A used  by Horst et al. was  2 x  10"7sec"'  ,
          equivalent to a 40-day half-time.   However,  A.  is  known
          to  decrease with time.  Anspaugh et al.  (1973,  1975)
          observed half-times  equivalent to 1 x 10"  sec"'  and  3
               Q     _ I
          x 10"   sec   .  Consequently X should  not be  limited to
          one value, but rather to a range of values which  from
          the above data is seen to be 2 x 10"7 sec"'  to 3  x  10"8
          sec"1 .  Since both V,Rp and RR may  have  values several
                               95

-------
                                                                  126
          orders of magnitude greater than X ,  Alternative II must
          be rejected on a general basis.  Although there are
          instances in whichA»RR andX»VdRp,  these cannot be
          used to imply generality.   By elimination,  Alternative
         ' I should be correct.   To be generally  applicable,
          however, the relationship  implied  by Alternative I
          would have to hold under all conditions.   The author
          knows of at least one instance,  described in the follow-
          ing section, when this relationship  is not  maintained.

     4.   Sehmel and Lloyd (1975)  made simultaneous measurements
          of resuspension rates and resuspension factors as
          functions of average wind velocity.  For  velocities
          greater than 3.6 m/sec,  Sehmel and Lloyd  calculated RR
          to increase with wind speed to the 6.5 power (Figure
           I9a).  From the graph, the  present  author  estimated that
          RP for the same interval varies as wind power to the
          3.4 power.  At lesser wind velocities, the dependences
          of RR and Rp on wind speed appear  to match more closely.
          However, the magnitude of Rp is less than that of RR at
          all wind speeds, by factors of 1.1 to  approximately 2
          at low velocities, and up to an order  of magnitude for
          the higher ranges shown in the graph.   Consequently, in
          order for RR = V,Rp exactly, the deposition velocities
          V, would have to be greater than 1 m/sec at low wind
          velocities and as high as 10 m/sec at  wind speeds
          exceeding 5.8 m/sec.  These values are greatly in
          excess of deposition velocities generally reported in
          the literature.

     The discussion in (4) suggests that Alternative I should be
abandoned and, in fact, that Alternative II  is a more reasonable
assumption at low wind velocities.  However, Alternative II was
found questionable as consequence of the discussion in  (3).  That
would indicate that neither possibility is generally applicable,
which leaves the modeler with no possibility at  all.  In other
                                9C

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                                                                   127
words, it may not be generally true that X » RR - VdRp, and
therefore the areal concentration S. may change with time more
                                   A.
rapidly than generally observed or expected.

     Investigating the conditions under which RR = VdRp should be
expected to hold provides excellent reason  for returning to
Sehmel and Lloyd's observations, for which  it does not.  In their
experiment, these investigators seeded an area of 22.9 m radius
with calcium molybdate particles less than  a micrometer in size.
The resuspension factor was calculated via  measurements made at a
1.8 meter height at the center of this small area.  For larger
areas, Rp should be higher, according to Sehmel and Lloyd, and
the difference RR - VdRp correspondingly smaller, until, for an
infinite area, no net loss of areal concentration S. could be
assumed.
      dS                      -[X +  R  -  VdR ]t
       A -(V,R_ -R )  S fo)  e       K    d  *    =  0            (148)
             Q r   K.   a
 For the above condition to hold for  any  time  t,  there  is no
 alternative but to postulate  v\Rp  =  RR.   Note that Horst et alii
 model  implicitly assumes  spatial uniformity of Sa, surface
 concentration of contaminant,  a situation clearly obtainable with
 an infinite area, but of increasingly  uncertain  accuracy for
 progressively smaller areas.   Stretching the  argument,  it can be
 said that  Alternative I,  VdRp  = RR,  should hold  for  "large"
 areas.   The same should be true for  the  model of Horst  et al.

      Air concentration due to  resuspension, according  to this
 model,  can be derived from C(t) =  RpS  (t) and equation  (131).


           C(t)  = RFSa(o)  ,-M                                U4g)

 This is equivalent to Langham's and  Kathren's expressions, as
 given  by equations (9)  and (11).  Further, since S  (o) = S.(o),
                                                   d      f\
 it can  be  transformed to  equation  (150).
                                 97

-------
                                                                   128
          Cr(t) = SA(o) Rpe~Xt                               (150)

Assuming that S.(t) = S.(o), as was done in eliminating RR ~V_,Rp
from the exponential term and the denominator in equation (139)
produces equation (151).

          Cr(t) s SAR£(t)                                    (151)

     where R£(t) = Rpe"Xt = R£(o)e"Xt                        (152)

This corresponds to Anspaugh's model, with the qualification that
the latter took into consideration A. being time dependent,
whereas Horst's model does not.  This suggests a further limita-
tion on the applicability of the model presently discussed,  that
of validity for short time periods.
     Exposure due to resuspension was determined by  integrating
equation  (151)  with respect to  time.

            '*          SA(o)Rf(o)        x
             C  (t)dt = —	r-i	  (1  - e A )                 (153)
              r            A
           'o
Note that  SA(O) originates  from deposition from an original  cloud
of  contaminant, passing  over  the area of interest in a  time  t,

           SA(o) = C0T Vd                                     (154)

     where
           C  =  air concentration of original  pollutant  cloud,
                ftCi/m3
           T =  time of cloud  passage, sec.
           V, =  deposition velocity,  m/sec.
The exposure to the original  passage of pollutant is
           F  =  r T
           o    V
                                 98

-------
                                                                   129
The ratio of exposure due to resuspension to that due to the
original contaminant cloud would be
                        (1 . ,-,                            C1S6)
           o      X
By neglecting the exponential term after several half-lives,
Horst et al. reduced equation [156) to

          E    V,Rf(o)
          P^ = -±4 -                                       (157)
          Lo      A
Note that this last simplification, that of 1-e    = 1, becomes
increasingly valid with time, whereas X = X (o) = constant in the
denominator becomes increasingly  invalid.  This indicates the
existence of an  optimum time  range for the application of equa-
tion  (157) , dependent on the  actual values of  the parameters
involved and the time-dependence  of X .

     Using  10~10   sec"1 < VdR£(o) < 10"6sec"' and  X=  2 x  10~7 sec,
Horst et al. determined a range of values  for  the ratio:

                 E   VdRf(o)
      5  x 10'4 <  ~ s -2-± -  <  5                             (158)
                  o
                     -\
 Using  Rf  =  3  x  10~4m ' ,  reported  by  Mishima  (1964) would  result
 in  an  upper limit  of 15,  rather than 5.

 Note that roughly  the same  results would  be  obtained  by replacing
 VjRp with RR  and using the  RR  values calculated by Healy  (1974)
 and Sehmel  and  Lloyd (1975)  [see  (1)  and  (2)  in the preceding
 discussion].

              <    Er   RR
     4.8  x  10~5 <  p1 s -£ < 17.5                             (159)
                                99

-------
                                                                 130
The situation is further complicated by Horst's use of A = 2 x
10"7 sec.  Lower values of A are obtainable from Anspaugh's
                             7           — fl
observations, such as 1 x 10"  and 3 x 10   sec.  The higher
values of A correspond to initial periods, within a few half-
lives after deposition.  Equation (159) includes a somewhat
conservative upper limit for such periods.  Use of the lower
values of A , strictly applicable to aged deposits, would result
in an "extremely conservative" upper limit of the Er/EQ ratio.
          P^   <  116                                       (160)
          bo
Horst et al. extended their model to include a situation in which
"a continuous trace level release of material to the atmosphere
produces a uniform air concentration" C .   This required an
alteration being made in equation (127).

     dS  ft)
                         VdCo
Noting that V,C  represents a constant rate of increase in the
available surface concentration S (t) , and that V,C (t) =
V,RPS (t) transforms this equation to the following:
 Cl i  3.
     dS
          + [A+ (RR-VdRp)] Sa(t) = VdCo                    (162)
This is a simple linear differential equation of the first
order, solvable by means of the integrating factor
  A + RR - VdRF)] t
 Sa(t)  =  e                   C+  / VdCo e                dt  (163)
                              100

-------
                                                                 131
 Sa(t) =
             +  (RR-VdRp)]
Assuming that Sa(o) =0,  C  =  - VdCo/ [X + RR -
               ViC
 S  (t)  - . - £-2 -  1 - e                              (165)
  a       [A* (RR-VdRF)])                        )
Applying  once  again  the simplifying  assumptions X» RD  -  V,Rr; and
  At
e"   = o  at  t > several  half-lives,
             V C
     S  (t)  = -A-^. for  t  > several  half-lives                (166)
      a  •      A
 Since  C  (t) = Rp S  (t) , the concentration due to resuspension at
 any time t (more than several half-lives) is:
      Cr(t) =      °                                          (167)
      C (t)    RV    R(o)V
 Naturally, this also implies that Er/Eo = Rf(o)Vd/A, as well, the
 same relationship described in equation (157).
                                101

-------
                                                                  132
                RESUSPENSION RATIO  (AMATO'S MODEL)

     For the purposes of this report,  equation (168)  in the
preceding section serves to introduce  a new parameter,  the resus-
pension ratio, defined as the ratio of air concentration due to
resuspension to that arriving directly from some initial source,
at a given location.
          D    _ C Resuspended                              risen
          Rr/d	C Direct                                U° J

     In his 1975 paper, Amato dealt with a specialized case, that
of a continuous source, after steady state had been established.
His model treats the distribution and redistribution of pollutant
along a single space coordinate, aligned with the horizontal wind
vector, by considering a finite number of intervals on this
coordinate.  Within each interval i the concentration of pollu-
tant is uniformly distributed both areally, on a surface of
length L. and infinite width, and volumetrically, down to a depth
h  (h H top centimeter of topsoil), and varies with time only as a
function of deposition, resuspension and downward migration into
the soil.  In the i-th interval, the rate of change of the
contaminant concentration S- is given by:

  dS ftl     i-1    i       i    ^idO   AS.(t)
h ^H - * V D^Ct-V) - —i	L_            (170)

     Where
          S. = interval i surface concentration, yCi/cm2
           h = surface interval thickness
           p = soil density, gms/cm3
           X = weathering coefficient, gms/cm2.sec
                               102

-------
\
i-l
h E D; Sj
j=i
DEPOSITION
, _j. r fia/,a i
i' Icrosswind emj
*t

c r/^c^i
-i ^1 — F~
gms j x L cm J
cm2 • secj ""* fgrns "1
cm'


FROM ^ UPWIND INTERVALS „„„„.,„„ Tn „, „„«/„„••, ,NTfRUS1S



•A
\\
\\
\ V-

N\







\
*
•
\\
\ T T T "• \
o^. \ \ o^ -S^yoiijOv \
\ . N \x 	 \ v — X\^-

\
\\
^> \X
^N \
^



Sv-^

                                               DOWNWARD MIGRATION INTO THE  SOIL
                                                 f  gms "I c [Hd.~\

                                               ™ I  i    \ «i I   i I
                                                 [_cmz • secj  •* |_ cm' J
                                                      Lcrr'J
     Figure  20.   Deposition, Resuspension and Downward Migration  in a typical

                  interval in Amato's model
                                                                                               CO

                                                                                               CO

-------
                                                                  134
          qr = soil flow rate for resuspension, gm/cm2.sec
          D^ = deposition coefficient of material on interval i
               due to resuspension from upwind internal j .
The deposition rate coefficient D-? is obtained by using a
Sutton-Chamberlain diffusion model,
           -2 R V,x,n/2     -2 R V,x n/2
j -al
i   (Oh
        r             ]
        L             J
                                  ,
                                  d  2
                                  z
                                 Cun
                                                            C171
                                                            l
   Where q  = qs if j = 1, source soil flow rate for resuspension,
              gm/cm2 sec.
          R = 2-f = reflection factor, dimensionless
          f = retention efficiency of soil
         V, = deposition velocity, cm/sec
         x, = distance from center of interval i to nearer
              boundary of interval j.
         x~ = distance from center of interval i to further
              boundary of interval j.
         C~ = Sutton dispersion parameter
          n = Sutton stability parameter.

The term T^ represents the time of flight particles resuspended
from interval j must spend in traveling to interval i.
           2  r
           =  L
      i    k=j      2u

     Where
          L,  = length of interval k (=j,j+l, j+2...)
           ^ = horizontal wind velocity (mean)
                                                            (172)
                                104

-------
                                                                   135
Only the first interval, representing a continuous ground source,
is considered to be initially contaminated.  For this interval,
equation (170) is taken to be:

          dS,
          ^  = 0                                          (173)

Consequently, the first term in the series of equation  (170)
becomes qsS1L,/ph, source release rate in yCi/sec/cm (crosswind) .
Note that qs for the first interval is equivalent to qr elsewhere,
and has the  same units.
          "n^c  ftv      "_ ic  r-f-V'
The terms "q  *(     and      }™  in equation (170) represent

losses, due  to resuspension and weathering, respectively.
Solving the  homogeneous equation
                                                            (174)
will  generate  a  solution representing the decrease of S. due to
resuspension and weathering.

      The particular  solution. obtained by adding the incoming flow
 represented by  £   D^S-(t-T^) will then represent the increase
                 j=l   *  J
in S. due  to transport  from upwind intervals.

      dS.(t)                    i-1  ,       -
      -A - +  S. (t)  [qr + \] =  E  D^S  (t-Th               (175)
      at       i     -^p      j=1  i D     i

      The complete solution Si(t) is obviously obtained by summing
the complementary and particular solutions  for each interval i.
Foregoing  further description of the method of solution, which
would be,  at best, a  tedious repetition of  the process described
by Amato (1975), let  it suffice to state that for long time
                               105

-------
                                                                  136
intervals (i.e., approaching steady state conditions), the solu-
tion for a particular interval j becomes:

           = s
                                   i-k
              1 k=l   (qr + A)
                                                      (176)
Where
    S, = constant, source concentration
 A'-*

             = constant, from particular solutions
           k = 1, 2, 3, . . .i-1
Treating each one of these intervals as an infinite crosswind
source, the air concentration of soil reaching the i-th interval,
C-' is obtained by again using the diffusion model:
 si
  r     C 2
^Vu  J-^nT/2
                            -4
                                    n/2
**  Czu
                                                     dx
                                                            (177)
     Note that the units of S. are uCi/cm2, and that dividing by
h  [cm] and p[gms/cm3] results in a term S./hp [yCi/gm of soil].
Multiplying this expression by C ^ [gms of soil/cm3] results in
                                si
a concentration of pollutant at interval i due to resuspension at
j.  Adding all the intervals upwind of i results in
    =  ^
 ri
      .
      Si
      Cs[SI
                       JL   ^ 9  9   9  •**•


                       i = 2, 3,  4,  5, .
                                 (178)

                                 (179)
where the subscripts r, d, indicate "due to resuspension,"  and
"directly from source," respectively.
                                106

-------
                                                                   13?

Thus, the resuspension ratio for interval i may be written as
di~
TA r J
j-2 i
1
i
S.(co)
IP
sl
                                         i = 3,4,5           (180)
                      h

where for i = 2, R  ,,

Amato points out that the resuspension ratio is independent of
both q  and S^ of the source release rate qsS1S1/ph, and further,
if the weathering is negligible (if A«qr),  then also independent
    T*
of q , soil flow rate for resuspension, at steady state condi-
tions.
     Amato's model considered that redistribution of material
which would occur through resuspension, and consequently salta-
tion and creep were ignored.  However, more than 90 percent of
soil movement is assumed to occur precisely through these mecha-
nisms, which suggests that the soil concentrations S.  may be
severely underestimated, as should be seen from the following
discussion.
     Note that dividing equation  (170) by h results in a resus-
pension term  (qr/ph) S,(t), and that qr is the soil flow rate for
                                9                           T*
resuspension, in units of gms/cm   . sec, which results in (q /Ph)
having the same units as a resuspension rate, sec'1.  Specifi-
cally, since  soil and not contaminant is being considered, it is
obviously a "soil suspension rate"  (i.e., that fraction of the
top soil, to  a depth h, which is  suspended per unit time).
Applying this rate to the contaminant with the evident expecta-
tion that, proportionately, an equal fraction of the total areal
contamination should be suspended, results in (qr/ph)Si(t).
However, if the concentration S^  consists of resuspendible
                              107

-------
particles, a much greater fraction of the contaminant than of the
soil itself should be resuspended.

     On the other hand, if S. were to include particles of all
sizes, paralleling to some extent the particle-size distribution
                                             T*
of the topsoil itself, the use of the term (q /ph)S.(t) would be
justifiable, but that would necessitate the inclusion of salta-
tion and creep effects in calculating S..

                                                 T*
     The only interval to which the expression (q /ph)S.(t) is
strictly applicable is the first interval, assuming equal
particle-size distributions of topsoil and contaminant or inti-
mate mixing of the two.  Amato used a different parameter, q , to
represent the source flow rate, also in units of gms/cm2»sec.
Since presumably the "soil suspension rate" (the present author's
  T*
"q /ph") should be the same for both the source interval and for
downwind intervals, the presence and differentiation between the
quantities qs and qr leaves the author to suspect that qr/Ph is
not a "true" "soil suspension rate" but rather a parameter more
akin to "resuspension rate of contaminant"   RR, discussed
previously, to account for the higher susceptibility of deposited
particles of resuspendible size to further resuspension.

     Integrating equation (177) with the proviso that z = 0
results in
                                             n/2
       r
C J = 3-
  .
  i   V
       d
   - 2V,     n/2       - 2V,
  ,	d        ,.      ,-	d
  L/n-C7nu  xl   j      l ^r «"   x'
      Li
e                - e
                                                 (181)
T,     .    £ r j > suspended soil concentrations, are gms/cm
              sl
Resuspended pollutant concentration over interval i can then be
obtained by using equation (178).
                                108
                                                                   138

-------
q*
c J -
ri <
" S-jC")
,h vd
r ("2Vd x
*• /TfC7nu 1
e L
                              n/2
                                     -2V
                                 n/2
                                  - e
                                             (182 J
Comparing this equation to equation (105) in the discussion of
Healy's model, it becomes clear that,  indeed
' R
                 R
                                                            (183)
                                          T                     S
The same expression would be obtained if q  were replaced with q
in solving the integral (177) .
              = R
                 R
                                              (184)
The difference between qr and qs, not readily apparent from
equations (183) and (184) above, is in their application to
relatively fresh deposited contaminant, S., and an aged deposit
in the source interval S,, respectively.  Note that the avail-
ability of resuspendible material has been modeled by Langham to
be S ft) = S (0) e ^ , where S  = surface contamination per unit
    3-3-                 3.
area: it follows that the resuspension rate must be
                      -At
                                                            (185)
where A may be time dependent, A(t), in a fashion such as
described in previous sections,although the  author must  admit  to
this being pure speculation on his part, since Amato  (1974)  does
not mention these presumed relationships (RR = qr/ph  and qr  ^  qs
or qs = qre-Xt).
                                                                  139
                                 .09

-------
                                                                  140
                          TRAVIS'S MODEL

     J. R. Travis (1975) provided a more comprehensive approach
to resuspension modeling by considering the redistribution of
contaminant two-dimensionally along the soil surface  and includ-
ing (implicitly) the effects of saltation and creep.  The latter
was done by assuming that the movement of mobile pollutants in
particulate form is indistinguishable from that of the eroding
soil in which they are distributed, which allowed Travis to apply
the soil-erosion formulas developed by Bagnold, Chepil, Gillette,
and others to the present problem.

     By dividing the area of interest into a two-dimensional grid
system, the movement of material from/into each of the cells com-
prising the planar mesh was seen to consist essentially of two
components: one proceeding directly, characterized by a horizon-
tal soil flux F, of nonsuspendible material from/into an adjacent
cell and one arriving/departing indirectly, by applying
atmospheric dispersion and deposition models to material of
suspendible size, lost by upwind cells to downwind cells at a
rate expressed by a vertical flux F .

     A control volume constructed atop a grid cell  (Figure 21)
permits application of mass conservation equations to the rate of
change of material in the cell.  Note, however, that air concen-
trations are not included in the material of concern - only that
amount deposited or removed from the ground is considered.

     Two alternative formulations were offered by Travis to
describe the horizontal flux F, :

                  u* 3
                                                            (186)
                                110

-------
                                                                                                      141

m+4
m>3
m+2
m+l
m
1
J






n






n + l




•
h+2,m+l
-Ax — •
n+2
7



t
Ay

n + 3






n+4







                                                                                         Ay
        Two-dimensional mesh cell structure.
                Fh(x,y+Ay/2)sift(8)AzAx
Fh(x-Ax/2,y)cos(a)AiAy
Fh(x-Ax/2,y)cos(8)A_zAy
                  Weathering - In or
                    Aging Process
        Control volume top and side view showing
        the contaminant mass flow.
                                                          Example of a control volume located on
                                                          each mesh cell.
                         The essence of this model is to describe the
                  relocation of wind eroding soil-contaminant mix-
                  tures.  This is accomplished by first characterizing
                  soil and surface conditions within a square mesh
                  structure overlayed on the surface.  Then, accord-
                  ing to certain meteorological conditions,  a horizon-
                  tal flux component transports material into adjacent
                  mass conserving cells, and a vertical flux com-
                  ponent generates puffs of suspendible particles.
                  These puffs are emitted at regular time intervals.
                  They  diffuse downwind under time-dependent wind
                  velocity and atmospheric  stability conditions,
                  maintaining during  the time interval a three-
                  dimensional Gaussian distribution of concentration
                  with the cloud volume.  The center of each Gaussian
                  Puff configuration is determined by the trajectory
                  since release,  and  its distribution is  determined by
                  the three dispersion coefficients a ,  a ,and a  ,
                  which are increasing functions of  travel distance.
                  During the time interval,  each cloud depletes ma-
                  terial according to  the area integral of the product
                  of the deposition velocity  and the average ground
                  level  concentration. Thus each puff has a center,
Fh(«+Ax/2,y)cos(6)AiAy  volume, and material mass which are determined
                  by the wind velocity, atmospheric stability, travel
                  distance,  and deposition velocity.  After material
                  is deposited on the  soil,  the contaminant redistri-
                  bution processes,  depending upon local conditions,
                  may recycle to provide additional  contaminant
                  movement  from these new sources.
FN(x+Ax/2,y)cos(0)AzAy
   Figure 21.  Vertical  and  horizontal contaminant mass  flows in/out  of a typical
                 cell  in Travis' model [Adapted from Travis (1975)]

-------
                               u
     Where
          F,  = horizontal soil flux, tons per rod width
               per hour
           *
          ug = effective surface friction velocity, cm/sec.

             = /T - o~ > where T = observed surface shear
                   pa          a = surface soil moisture content
                              p = density of surface air, gm/cm
           *
          ur = reference surface friction velocity, cm per sec..
                 Tr    , where T = reference surface shear stress
                 Pa                            2
                  d             = 33.1 dynes/cm  (Gilette et al.
                                  1972)
           *
          u  = threshold surface friction velocity, cm/sec,
               below which soil will not move.
           X = soil credibility friction, tons per rod per hour
             = a
          Where
                   (RK)b
                a,b = constants, dimensionless, depending on past
                      erosional history, type of residue, rough-
                      ness, condition of the surface crust.
                  I = soil credibility index (see Table 8)
                  R = amount of vegetative residue, Ibs/acre
                  K = surface roughness equivalent, inches
The second of the equations given above provides for F,  approach-
ing zero as the friction velocity decreases to u* ~ u*.
                                                6    L
For u*
-------
                                                                   143
     The mass fraction of the contaminant in the horizontal flux
was defined by Travis to be

          £   -            mS + mNS                         (188)
            h        p hAxAy + mg + mNg

    Where fr,  = mass fraction of contaminant, dimensionless .
           m~ = mass of suspendible contaminant in surface layer
                of depth h, gms .
          mNS = mass on non-suspendible contaminant in surface
                layer of depth h, gms.
           p  = density of native soil, gms/cm3
         AxAy = area of grid cell, cm2
            h = depth of credible surface layer, cm.
     To account for the weathering process, Travis suggested two
methods, one of which decreased effectively the amount of contam-
inant by means of a "weathering-in" function such as described by
Anspaugh, et al.  (1973).  To follow this suggestion, it may be of
some use to consider first the total mass of contaminant, m^ +
m>,c> which can be related to total concentration per unit area,
SA, by
     mS + mNS
                S.AxAy
     Where S. = total concentration per unit area, uCi/cm2
                (assumed to be near the surface, top few cm)

         AxAy = area of grid cell, cm2
          acp = specific activity, yCi/gm.
Note, however, that all the parameters mentioned above are
independent of time.  Referring to the source mentioned by
Travis, it can be recalled that the "weathering-in" function
mentioned in this regard was that described by a half-time of 38
                                113

-------
                                                                   144
days, pertaining to the material decrease in availability to the
resuspension process, not to erosion by saltation and creep.
Furthermore, to apply this function to equation (188), the
surface concentration S (t) of pollutant would have to be con-
                       3.
sidered, not the total concentration per unit area, S., which
would signify that the depth h, to be realistic, would have to be
extremely small, which may lead to unrealistically high values of
fr, , approaching fr, = 1 in the extreme case of a "just-deposited"
material.  Conceptually, this would indicate that the soil cannot
retain any significant amount of pollutant, the latter being able
to move about the grid in a manner reminiscent of hockey pucks on
ice.  Making the questionable assumption that the weathering
half-times described by Langham, Anspaugh and others apply to all
erodible material and not just the resuspendible fraction still
does not relieve the modeler of the need of postulating mixing
depth h, the magnitude of which would be such as to make the
results "reasonable,"  but cannot be known "a priori" in the
strictly analytical sense.

     The other alternative offered by Travis to account for
weathering was to make the thickness h time-dependent, and
increasing it as the pollutant penetrates further into the soil,
with time.  However, as shown previously, this penetration occurs
very rapidly during the initial time period immediately after
deposition and then remains practically stationary.  In order for
weathering to proceed in a manner similar to that described by
Anspaugh, fr,  would have to include a decreasing exponential term
e~Xt, which, h being the variable of concern, would be roughly
equivalent to have h increase exponentially, in a manner dictated
by e  .  This behavior of h would be extremely unrealistic.

     The import of the preceding discussion can best be gaged by
examining the vertical flux term, Fy.  As expressed in the
present model, F  is a function of F^ and friction velocity u *.

                               114

-------
                                                                   145
                            p/3
                                -  1]                         (190)
              „
              U
     where
           C ,  C,  = constants, defined by Gillette to be
            v   n
                    2 x 10"10  and 10"6 ,  respectively.
                P = mass percent of suspendible particles

                  = 100   (°AxAy h f  + m
                      u   (QAxAy h + ms +bm

                    where f =  mass fraction of suspendible
                              soil particles
The mass fraction of suspendible contaminant particles in the
vertical flux can be calculated by the ratio
                     «;
     fr  = - ^ -                             (191)
                   h f  +  m
By following the development of F fr  from equations (18 8)
through (191) and the intervening discussion, it can be seen that
the weathering effect on resuspendible particles is meant to be
incorporated by means of a similar weathering effect on the total
erodible mass and horizontal flux F, ,  F  being proportional to
F, .   Since Travis' model does not provide, apparently,  any
efficacious or realistic way of achieving this time dependence,
it would follow that the weathering effect cannot be included, at
present, in the model as described (Travis, 1975).   This repre-
sents a drawback of the present model.

     Using the vertical flux F  as a source term for a "Gaussian
Puff" model of an instantaneous point  source diffusing in three
dimensions, the concentration of pollutant at any position
(x,y,z) may be obtained by
                               115

-------
                                                                   146
                                       (x-x ) (y-y )
                               '3/2  I" 1^-20-*-
             FyfrvAXAyAt asp(2-rT)   e      x      y
     where
          C(x,y,z,t) = concentration of pollutant, yci/cm3
            a ,a ,a  = dispersion coefficient, cm
             .A.  y  z*
             x ,y ,z = position of puff center, as cloud moves
              >— •  v-  L-
                       downwind
Multiplying this equation by 1/fr aCD will provide the total soil
                                 V or
concentration in air at the corresponding locations.  Travis
estimated that ground level concentrations from this Gaussian
Puff model should be correct within a factor of 3.

     As the cloud drifts downwind, material is lost from it at a
rate determined by the deposition velocity V,.  At present, the
model assumes this deposition velocity to be equal to the ter-
minal velocity, V .
                 g

     V
      d -            p -a                                   (193)

     where V  = gravitational settling velocity, cm/sec
            &
           D  = particle diameter, cm
           g  = gravitational constant,
              = 980.665 cm/sec2 at sea level.
                                           3
           p  = density of particle, gms/cm
              = 11.4 gm/cm3 for Pu02
            p = density of air, gms/cm
             cl
              = 0.0012 gms/cm  at 20°C, 1 ATM
            y = viscosity of air, gm/cm-sec
              = 0.000181 gms/cm-sec at 20°C, 1 ATM
                               116

-------
                                                                  1*7
As Travis pointed out, this equation is in error when small
particles are considered, due to the influence of surface and
wind characteristics on the deposition process.  Consequently,
the model may miscalculate air concentrations of pollutant,
particularly when particles of respirable size (<3 ym) are
considered.

     It should be recalled that Travis's model prime intent was
the description of contaminant redistribution, not that of
resuspension. Consequently, and in view of the lack of proper
weathering terms and deposition velocities applicable to small
particles, the conclusion must be made that the model in present
form can best be used for short times after deposition, provided
that the mass fractions of suspendible and non-suspendible
pollutant can be accurately identified, and for particles above a
certain, as yet unidentified, minimum size.
                               117

-------
                                                                  148
                            CONCLUSIONS

     Having reviewed the salient characteristic of each model,
commented on possible drawbacks, and added interpretations that
may be, hopefully, of some assistance to the-modeler,  several
generalizing statements appear to be in order.

     In viewing model disadvantages, it becomes apparent that all
the models discussed have a common characteristic - that of
failing to identify, at a realistic (finite) source, the progres-
sively diminishing portion of the contaminated soil that may be
resuspended.

     In gaging models advantages, the possible specific applica-
tions of each model must be considered.  Suggesting the use of
one model to the exclusion of all others is an arduous task,
inasmuch as each model has features to recommend it, originating
from the conditions by which the model was developed and the
purpose of the model development.  The simplest models should
have greater applicability, whereas more complex models should
gain in accuracy.  In describing the relevant features of each
model and conditions for the model use, the author has opted for
a tabular presentation, suggesting the conditions for "best"
applicability of each, with the qualification that these condi-
tions are not restrictive (Table 15).

     The intervening Table 14 separates the various models into
groups, on a somewhat arbitrary basis, depending on what derived
parameters, principles, or influencing conditions were applied of
greatest significance in the model, in the author.1 s interpreta-
tion.
                               118

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TABLE 14. BASIC GROUPING OF RESUSPENSION MODELS, ACCORDING  TO
          MAIN CONCEPTS EMPLOYED OR DERIVED FROM THEIR USE
RESUSPENSION FACTORS
Langham's model
Kathren's model
Anspaugh's model

u
M 2
Cd O
W t-T
X en
tn PH
O P-c
21 i— i
H Q
RESUSPENSION RATIOS
Horst's model

Amato's model






Healy's model
Gillette and
Shinn model
Mass loading
model
Slinn's model
Travis' model
Healy and
Fuquay model
WIND/ERODIBILITY EFFECTS
o en
*"7l *Tl
                      RESUSPENSION RATES
                                                      Sehmel  and
                                                       Orgill model
s-.  m
H-I  n
2  -3

-------
                 TABLE  15.   MAIN  FEATURES  OF RESUSPENSION MODELS  AND  CONDITIONS  TO WHICH  THEY  ARE  BEST APPLICABLE
ISJ
O
      Model                                     Main Features of Model


 Langham's  Model         The airborne concentration of pollutant  C(t)  (time dependent)
                          is calculated through use of a "resuspension  factor" Rp (constant)
                          and the "surface contamination available for  resuspension" Sa(t) (time dependent),
                          expressed as an exponential decay function, with an initial value S  (0),
                          the rate of decay being set by an "exponential coefficient,  product of time t
                          and an "attenuation coefficient" A. (constant)

  Kathren's  Model         The airborne concentration of pollutant  C(t)  (time dependent)
                          declines exponentially at a rate set by  a coefficient which is product of time t
                          and an "air concentration attenuation factor" X. (constant)
                          The initial value of airborne concentration C(0)
                          is related to the surface concentration  S  (constant)
                          through a "resuspension factor" Rp (constant)

Anspaugh s Model         The airborne concentration of pollutant  C(t)  (time dependent)
                          is related to the "total concentration per unit area" [regardless of depth] Sa (constant)
                          through a "resuspension factor" Rf(t) [time dependent)
                          expressed as an exponentially declining  function, with  an initial value R£(O) (constant)
                          and a rate of decline given by exp [-0.15// day x ^t]
                          until a final value is reached of Rf(~)  (constant)


     Stinn's  Model         The resuspension factor Rr»
                          calculated on the basis of several measureable parameters,
                          expressed as soil erodibility £,
                          fraction of horizontal flux at samples height, r
                          mean wind velocity u,
                          depth to which contaminant has penetrated into the soil, s
                                                                                                                                        Conditions to which  Model is  best applicable
                                                                                                                                1.   Uniform distribution of pollutant
                                                                                                                                2.   over large (ideally "infinite") areas
                                                                                                                                3.   for relatively fresh contamination
                                                                                                                                4.   for short time spans
                                                                                                                                For use with Rp =  lO^m'1,    5.    under conditions of moderate activity
                                                                                                                                (Langham's suggested value   6.    in lightly vegetated areas

                                                                                                                                Same conditions as above 1 through 4
                                                                                                                                For use with Rp =  lO'^m'1(value used by Kathren),
                                                                                                                                add 5 under conditions of extreme activity.
Conditions 1, 2, and 6 above, plus
3.   Following an "instantaneous" release or release of short duration
4.   for  times t > tf- 4 days ( 100 hours) where t » "model" time
                                             t = time since  release
S,   for  short time spans following deposition,  i.e., for fresh  contamination
                                                                                                                                6.   for aged contamination (where  Rf(t)   Rf
                                                                                                                                                                                HT'm"1)
                                                                                                                                (little documentation exists for Rr(t) behavior during "intermediate" periods)

                                                                                                                                1.   Uniform distribution of pollutant
                                                                                                                                2.   for aged sources
                                                                                                                                3.   for contaminated areas of finite size, Ag.
                                                                                                                                4.   at distances downwind from the contaminated area such that
                                                                                                                                     
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   TABLE  15.  MAIN  FEATURES  OF  RESUSPENSION  MODELS  AND  CONDITIONS  TO  WHICH  THEY  ARE  BEST  APPLICABLE  (Continued)
                Model

           Mass Loading Model



       Sehmel and Of gill Model



       Gillete and  Shinn Model
                   Main  Features of Model

The airborne concentration of contaminant C,
product of "average mass loading" AML,
times the specific ground activity A

The airborne concentration of contaminant C
expressed as function  of wind velocity u
elevated to the 2.1 power

The "dust flux" F and  concentration C, at 1 meter height,
expressed as functions of friction velocity u*
elevated to a power f  (empirically determined).
and a "reference dust  flux" F  (at u* = 1 m/sec)
Both F and y are represent graphically,
as functions of soil erodibility index I
(see, however, present author's discussion, eqn  (15) and following)
            Conditions to which Model is  best applicable

1.   For aged contamination
2.   for specific land uses
3.   over large areas

Strictly applicable to conditions and locality where model was obtained
1.   At Rocky Flats, Station S-8
2.   for West and Southwest winds

In a strict sense, the model predicts dust fluxes and concentrations,
applicable to contaminants if a proportionality between dust and
contaminant concentrations were established,  in which case
the model would best be applicable under the  following conditions:
1.   over large areas
2.   for aged contamination
3.   for soils of low erodibility index I
        Heaty and Fuquay Model'
tsJ
The airborne concentration of resuspended contaminant C(x,y,0)  (location dependent)
is calculated through application of diffusion, depletion and
source expressions, described below:

A source rate, Q
function of mean wind velocity u,
related to:  a surface concentration S  (constant),
            of a given contaminant of density f>  (constant),
            present as particles of a physical diameter d (constant),
through a "pickup coefficient" K (constant)

Source depletion rates, Q(x)/Q,
function of wind velocity u,
distance from source x,
Button diffusion coefficient C (constant),
atmospheric stability n (constant)
and a "coefficient of deposition" A (constant)

Atmospheric diffusion equations,  C(x,y,0)  (location dependent),
function of x, c, n, u (already mentioned above),
the "crosswind distance" y,
and a "reflection factor," R (constant)
1.   For contamination sources of specific shapes, as developed by Healy and  Fuquay:
     a.   point sources
     b.   line sources of great (ideally "infinite") length
     c.   areal sources of "infinite" crosswind extent but finite along wind  direction
     d.   large (infinite") areal sources,
2.   with surface contamination distributed uniformly,
3.   with contaminant particles of  a given diameter,
4.   Sutton coefficients such that  GZ - C,
5.   at short distances from the ground.
6.   for relatively small wind velocities,
7.   for slight soil movement.
                                                                                                                                                                                                                       CJl

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    TABLE   15.   MAIN  FEATURES  OF  RESUSPENSION  MODELS  AND  CONDITIONS  TO  WHICH  THEY  ARE  BEST  APPLICABLE  (Continued)
          Model
                                                     Main Features of Model
                                                                                                                                    Conditions to which Model is best applicable
          Healy's Model
 The airborne concentration of resuspended contaminant  C(x,y,z) (location dependent)
 is calculated through application of atmospheric diffusion, depletion and source
 expressions as described below:

 Source rates Q
 related to surface contamination S  (constant)
 through & "resuspension rate" R£ (constant)

 Source depletion rates, Q(x)/Q
 function of the distance from source x
            the Sutton diffusion coefficient  C., (constant)
            the average wind velocity u
            the atmospheric stability n (constant)
                                                                                                                    1.   For contamination  sources of specific shapes, as developed by Healy:
                                                                                                                         ^.   point sources
                                                                                                                         b.   line sources  of great (ideally "infinite") length
                                                                                                                         c.   areal sources of "infinite" crosswind extent but finite along wind direction
                                                                                                                         d.   large ("infinite") areal sources
                                                                                                                         e.   line sources  with a Gaussian distribution of contaminant
                                                                                                                    2.   with surface contamination distributed uniformly (excepting le above)
                                                                                                                    3,   at  "ground level"  for cases lc, 13, and le
                                                                                                                    4.   directly downwind  from peak ground concentration in case le
                                                                                                                    ?.   for particles not  much greater than 1.5 micrometers (physical diameter]
                                   Atmospheric  diffusion equations,
                                   function of  the variables x, C  , n,  u (mentioned above)
                                   in addition  to:  the "crosswind distance" y
                                                   the elevation  i
                                                   the Sutton diffusion coefficient C   (co
                                                   the "reflection factor" R (constant)
         Horst's Model
ro
 The airborne concentration of resuspended contaminant C (t)  (time dependent)
 is calculated by applying a resuspension factor R_(constant)
 to the total contamination per unit area S (t)  (time dependent),
 obtained through solution of two differential equations describing the rates
 of change of the two quantified indicated below:

 A surface contamination S (t) (time dependent)
 affected by three terms, as follows:
 1.   a "rate of resuspended contaminant deposition"
     related to resuspended contaminant concentration C (t)  (time dependent)
     [itself a function of the surface contamination S (t)
     and a "resuspension factor" Rp (constant)],
     through a "deposition velocity" V, (constant)
 2.   a "rate of surface contaminant soil fixation, '
     related to the surface contamination S (t)
     through a "fixation rate" A (constant)
 3.   a "rate of surface contaminant resuspension,
     related to the surface contamination S (t)
     through a "resuspension rate" R- (constant)

A total  contamination per unit area S.(t),  '(time dependent)
affected by two terms,  as follows:
1.  a "rate of resuspended contaminant deposition"
     (with the  same relationships mentioned  in 1) above)
2.  a "rate of surface  contamination resuspension"
    (with the  same relationships mentioned  in 3) above)

Solving these  two equations results in a now explicit  time dependence, t
1.    Treshly deposited contamination
2.    uniformly distributed
5.    over large areas,
4.    for low wind velocities
                                                                                                                                                                                                                        CJi
                                                                                                                                                                                                                        ro

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TABLE   15.   MAIN  FEATURES  OF  RESUSPENSION MODELS AND  CONDITIONS  TO  WHICH  THEY  ARE  BEST  APPLICABLE   (Continued)
                  Model
                                                            Main Features of Model
                                                                                                                                         Conditions  to which Model  is best applicable
              Amato's Model
A computerized model, calculating the "resuspension ratio" R ,,
as the  ratio of airborne concentrations in an interval of finite width and  "infinite" length i
due to  "resuspension" of material deposited in preceding intervals, C
and to  resuspension  from the originally contaminated yround source interval, Cj

The "resuspended" airborne contamination in interval i, C
is obtained by suranation of contributions from preceding intervals j,
each providing at interval i an additional concentration C JS /(Oh
                                                      i J
 i.e., the airborne soil contamination at i from interval j, Cs*
weighed by interval  j's soil contamination S-,
the depth of penetration of contaminant into  the soil h,
and the density of the soil p,

 Ihe airborne soil concentration at interval i suspended from interval j, C§J
 is obtained by means of a diffusion equation, including factors such as    1
resusrension flow rate q
distance between intervals j and  i, x
Sutton coefficient C
Sutton coefficient Cz
stability coefficient n
deposition velocity V,
wind velocity u
elevation Z
                                                                                                                              1.    For aged contamination  [implying intijnate association with soil)
                                                                                                                              2.    uniformly distributed with depth,
                                                                                                                              3.    the depth not exceeding top centimeter of topsoil,
                                                                                                                              4.    the topsoil consisting  of material  able to move in suspension,
                                                                                                                                   but not in saltation or creep, i.e., extremely fine material,
                                                                                                                              S.    uniformly distributed over the soil surface,
                                                                                                                              6.    initially, over an area finite along wind direction and of
                                                                                                                                   infinite extent in the  "crosswind"  direction.
                                 The soil contamination
                                                         interval j,  S
                                 is obtained as summation from preceding intervals k,
                                 of the soil contaminations in k from original source contamination >S,,
                                 weighed by a resuspension flow rate Sr (mentioned previously),
                                 a "fixation rate"A ,
                                 and constants obtained from the particular solutions A.-*  ,
                                 to differential equations expressing rates of change of S.,
                                 including h,p, qr, A (mentioned previously)
                                 in addition to a deposition rate coefficient I).
                                 and a "time of flight" from k to j T.

                                  The "deposition rate coefficient "between k and j, I).
                                 is obtained as function of qr, h, |0, V^,  x, Cz> C , n, u
                                 and, in addition,  a "reflection factor" R

                                  he "time of flight" between j and k, T.
                                 :-s a function of the length of intervals  L^
                                 the number of intervals between k and j,  n
                                 and the wind  velocity u

                                 The  resuspended  airborne contamination  at i, direct from source "1",
                                 with C  ^ in the diffusion model being replaced by Cg
                                 with S^being  replaced with S,
                                                                                                                                                                                                                   Oi

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TABLE  15.  MAIN  FEATURES  OF  RESUSPENSION  MODELS  AM)  CONDITIONS  TO WHICH THEY ARE  BEST  APPLICABLE   (Concluded)
            Model
                                                     Main Features of Model
                                                                                                                                 Conditions  to  which Model  is best applicable
       Travis' Model
                            A computerized model, calculating airborne concentration CCx^y.z.t) (space,  time dependent)
                            over any one grid cell of area  x y of a  two-dimensional grid system, as function of
                            the spatial coordinates x
                            the time t
                            the dijnensions of the grid cell Ax
                                                         Ay
                            the specific activity of the soil a^
                                                             P
                            of the mass fraction of suspendible contaminant in the vertical flux fr
                            [itself a function of the mass of suspendible contaminant M ,
                            the depth to which the contaminant has penetrated into the soil h,
                            the mass fraction of suspendible contaminant in the soil f ,
                            the density of the native soil p ,
                            and the area of the grid cell, AXAy],
                            and "the vertical mass flux" F
                            [the latter a function of the friction velocity u*,
                            the threshold surface friction velocity u.  ,
                            the correlation constants C
1.    For aged contamination,
2.    with resuspendible fraction consisting of particles not over 20ttm in
     diameter,
3.    but sufficiently large to preclude turbulent transfer effects over-
     shadowing terminal settling velocities,
4.    not necessarily uniformly distributed,
5.    over a large readily partitionable into planar cells,
6.    with a recognizably uniform contamination in each cell

An alternative to condition 1) is in applying model to
la)  fresh sources
Ib)  for short time periods
                            the mass percent of  suspendible particles,  F
                            and the "horizontal  mass flux" R]

                            The "horizontal mass flux" F, , is a function of
                            the effective surface friction velocity u
                            [function of observed surface shear r ,
                                        surface soil moisture content a ,
                                        density of surface airpa]
                            a reference surface  friction velocity j
                            [function of a reference surface shear  T ,
                                        density of surface airfu (mentioned above)]
                            the already mentioned threshold surface velocity u
                            the soil credibility fraction x
                            [function of soil erodibility index I,
                                        amount of regetative residue R,
                                        surface roughness K,
                                        and two constants a
                                                        b

                           The mass percent of suspendible particles P
                           depends on parameters p.Ax.Ay, h, f  (already mentioned above)
                           and the mass  of non- suspendible contaminant H^

                           Redistribution of contaminant  along the  ground is introduced through
                           the "mass fraction of contaminant in the horizontal flux" frh>
                           dependent on  the same parameters that affect fry,
                           plus the "mass of non- suspendible contaminant" M^

                           Material loss from a cloud moving downwind is related to Vg,
                           gravitational settling velocity equated  to 'Velocity of deposition" V
                           function of particle diameter  D,
                           gravitational constant g,
                           density of  particles p ,
                           density of  airp^,
                           viscosity of  air

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                                                                   155
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Anspaugh et al., 1970         L. R. Anspaugh, P. L. Phelps,
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Anspaugh et al., 1973         L. R. Anspaugh, P. L. Phelps,
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Anspaugh et al., 1974         L. R. Anspaugh, J. H. Shinn, and
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Corn and Stein, 1967          M. Corn and F. Stein "Mechanisms of
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                                  127

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                                                                   158
Knorr, 1964                   T.  G.  Knorr, "Fission-Fragment
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Langham, 1969a                W.  H.  Langham "Biological Consider-
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Mishima, 1964                 J.  Mishima "A review of Research on
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Noggle and Stiegler, 1960     T.  S.  Noggle and J. 0. Stiegler
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                                 128

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                                                                    159
Olafson and Larson, 1961      J. H. Olafson and K. H. Larson
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Environmental Persistence"  University of California, Los Angeles,
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Poet and Martell, 1972        S. E. Poet and E. A. Martell
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Price and Walker, 1962        P. B. Price and R. M. Walker
                              "Chemical Etching of Charged-
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No. 12, December 1962


Rogowski and Tamura, 1970     A. S. Rogowski and T. Tamura
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Health Physics, Vol. 18  (May) pp. 467-477, Pergamon Press,
Northern Ireland, 1970


Romney et al.,  1970          E. M. Romney, H. M. Mork, and
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Plutonium in Soils, Plants and  Small Mammals"  Health Physics,
Vol.  19  (Oct.)  pp.  487-491, Pergamon Press, Northern Ireland,
1970


Sehmel, 1975                  G. A. Sehmel "A Possible
                              Explanation of Apparent Anomalous
Airborne Concentration  Profiles of Plutonium at Rocky Flats"
Battelle Pacific Northwest Laboratory Annual Report for 1974 to
the U.S.A.E.G.  Division of Biomedical and Environmental Research,
Part  3 Atmospheric  Sciences-BNWL-1950-Pt 3, UC-11, pp. 221-223,
Richland, Washington, 1975


Sehmel and  Lloyd, 1974        G. A. Sehmel and F. D. Lloyd
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1973  to the U.S.A.B.C.  Division of Biomedical and Environmental
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Sehmel and  Lloyd, 1975        G. A. Sehmel and F. D. Lloyd
                              "Initial Particle Resuspension
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U.S.A.E.G.  Division of  Biomedical and Environmental Research,
Part  3 Atmospheric  Sciences-BNWL-1950-Pt 3, UC-11, pp. 205-207.
Richland, Washington, 1975

                                  129

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                                                                   160
Sehmel and Orgill, 1973       G.  A.  Sehmel and M.  M. Orgill
                              "Resuspension by Wind at Rocky
Flats"  Battelle Pacific Northwest Laboratories Annual Report for
1972 to the U.S.A.E.G. Division of Biomedical and Environmental
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Sehmel and Orgill, 1974       G.  A.  Sehmel and'M.  M. Orgill
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Rocky Flats"  Battelle Pacific Northwest Laboratories Annual
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Environmental Research, Part 3, Atmospheric Sciences -BNWL-1850-
Pt 5, UC-11, pp. 212-214. Richland,  Washington, 1974


Shinn et al., 1974            J.  H.  Shinn, N. C. Kennedy,
                              J.  S.  Koval, B. R. Clegg, and
W. M. Porch  "Observations of Dust Flux in the Surface Boundary
Layer for Steady and Non-Steady Cases"  Lawrence Liyermore
Laboratory UCRL-75832 Preprint, for  submission to the
Atmospheric-Surface Exchange of Particulate and Gaseous Pol-
lutants-1974 Symposium, Pacific Northwest Laboratories, Richland,
Washington, 1974


Slinn, 1975                   W.  G.  N. Slinn  "Some Aspects of
                              the Resuspension Problem"
Battelle Pacific Northwest Laboratory Annual Report for 1974 to
the U.S.A.E.G.  Division of Biomedical and Environmental Research,
Part 5, Atmospheric Sciences,  BNWL-1950 Pt. 5, UC-11,
pp. 199-202, Richland, Washington, February 1975


Stewart, 1967                 K.  Stewart  "The Resuspension of
                              Particulate Material from Surfaces"
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Press, 1967


Terzaghi and Peck, 1968       K.  Terzaghi and R. B. Peck  "Soil
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New York, London, Sydney, 1968


Travis, 1975                  J.  R.  Travis  "A Model for
                              Predicting the Redistribution of
Particulate Contaminants from Soil Surfaces"  Los Alamos
Scientific Laboratory of the University of California, LA-6055-MS
Informal Report, UC-11, Los Alamos,  New Mexico. 1975~~

Walker and Fish, 1967         R.  L.  Walker and B.  R. Fish
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Particles to Solid Surfaces"  Surface Contamination, pp. 61, 62.
B. R. Fish, Ed. Pergamon Press, iy&/
                                  130

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                                                                                Jtt
                                 BIBLIOGRAPHY


Alkezweeny, A.J., "Airborne Measurement of Aerosol Particles Size
     Distributions," Battelle Pacific Northwest Laboratory Annual Report
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     of Surface Contimi nation. U.S.A.E.G. Wash-1187, U.S. Government Printing
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Amato, A.J., "Theoretical Resuspension Ratios"  Proceedings of the
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Anderson, B.V., and  I.C. Nelson, "Measurement of Plutonium Aerosol
     Parameters for Application to Respiratory Tract Models," Assessment of
     Airborne Radioactivity,  International Atomic Energy Agency, Vienna,
     1967.

Anspaugh, L. R., P.  L. Phelps, G. Holladay, and K. 0. Hamby, "Distribution
     and Redistribution of Airborne Particulates from the Schooner
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                                        140

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                                                                               171
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Sehmel, G.  A., and F.  D.  Lloyd, "Resuspension of Plutonium at Rocky
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 Sehmel,  G.  A., and S.  L.  Sutter, "Particle Deposition Rates on a Water
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 Sehmel,  G.  A., S. L.  Sutter,  and M.  T. Dana,  "Dry Deposition Processes,"
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                                      144

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                                                             175
            PARAMETERS  FOR  ESTIMATING

        THE UPTAKE OF TRANSURANIC  ELEMENTS

              BY TERRESTRIAL  PLANTS
                David E.  Bernhardt

                 George  G.  Eadie
 Formally Published as  Technical Note ORP/LV-76-2
       U.S. Environmental  Protection Agency
Office of Radiation Programs  -  Las Vegas Facility
             Las Vegas,  Nevada   89114

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                                                                 176
     This report has been reviewed by  the  Office  of  Radiation
Programs - Las Vegas Facility,  Environmental  Protection Agency,
and approved for publication.   Mention of  trade names or
commercial products does not constitute endorsement  or
recommendation for use.
                               11

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                                                                  177
                             PREFACE
     The Office of Radiation Programs of the U.S.  Environmental
Protection Agency carries out a national program designed to
evaluate population exposure to ionizing and non-ionizing
radiation, and to promote development of controls  necessary to
protect the public health and safety.  This literature survey
was undertaken to assess the available information of parameters
for estimating the uptake of transuranic elements  by terrestrial
plants.  Readers of this report are encouraged to  inform the
Office of Radiation Programs of any omissions or errors.
Comments or requests for further information are also invited.
                                Donald W.  Hendricks
                                Director,  Office of
                              Radiation Programs,  LVF
                               111

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                                                                  179
                            CONTENTS





                                                            Page




INTRODUCTION                                                   1



SUMMARY AND CONCLUSIONS                                        2



DEPOSITION ON PLANT SURFACES                                   4



  Consideration of Particle Size                               5



  Deposition Parameters                                        7



RADIONUCLIDE UPTAKE FROM SOIL BY PLANTS                       12



COMBINATION OF DEPOSITION AND PLANT UPTAKE                    19



REDISTRIBUTION OF ACTIVITY WITHIN PLANTS                      21



REFERENCES                                                    22



APPENDIX A



  Parameters for Atlantic-Pacific Interoceanic Canal Model    28
                         LIST OF TABLES
Number
  1  SUMMARY OF PLANT DEPOSITION AND RETENTION PARAMETERS



  2  SUMMARY OF PLANT UPTAKE OF PLUTONIUM



  3  PLUTONIUM IN VEGETATION AND SOIL
Page



   9



  13



  20

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                                                                  181
                          INTRODUCTION
     This report summarizes information from the literature
concerning parameters which can be used to estimate the transport
of transuranic elements through plants to man.   The scope of the
report is limited to parameters for estimating  the concentrations
of transuranics in terrestrial plants based on  activity concen-
trations in soil and air.

     There is only a limited amount of information specifically
concerning plant uptake of transuranics.   In many instances it
has been necessary to use information based on  other elements,
which interjects additional uncertainties due to the  variance in
physical and chemical characteristics of these  elements versus
the transuranics.  Furthermore, most of the transuranic data
relates to plutonium; thus, this report focuses on plutonium.

     Brown (1975) presents a bibliography of information concern-
ing plant uptake of americium. Americium has only received cur-
sory coverage in this review, although consideration has been
given to the differences between americium and  plutonium in plant
uptake.  Differences in the mobility and uptake of plutonium-238
and plutonium-239 are discussed.  Papers concerning deposition
and retention of plutonium on reindeer lichens  have been excluded.

     Plant uptake results from root uptake and  deposition of
contamination on above ground surface areas of  the plant.
Although deposition or fallout on the plant may not actually be
taken into the plant tissue structure, Romney et al. (1975) and
Hanson  (1975) note that it may be tightly bonded to the plant
microstructure and become essentially indistinguishable from
material in the plant tissue.  Deposition on plant surfaces
occurs from both the initial contamination cloud and resuspension
of contaminated soil.

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                                                                 182
                     SUMMARY AND CONCLUSIONS


     The limited amount of available information is not adequate
to select precise parameters for estimating concentrations of
plutonium in vegetation due to root uptake and foliar deposition.
The existing data base is essentially non-existant for some
parameters, and shows significant variations for other para-
meters.  Furthermore, much of the existing laboratory-generated
data is not directly applicable to the normal geographical and
climatological field conditions.

     There is a significant variance in the estimates of the
particle size distribution for airborne plutonium.  Estimates of
aerodynamic mean diameters appear to vary from sub-micrometer to
about 10 pm diameter particles.  For given particle size distri-
butions, there are uncertainties in the deposition velocity,
vegetation interception factors, and retention parameters.
Furthermore, much of the experimental data appears to be for
particle-size distributions significantly larger than those
expected from normal nuclear reactor fuel cycle plant releases,
worldwide fallout, or resuspension.  There is the additional
unknown feature in that specific plant deposition parameter work
has not been done with plutonium.

     The plant deposition parameter information is summarized in
Table 1.  These data imply a deposition interceptor factor
(F, pCi on vegetation per unit area subtended by the vegetation,
per pCi per unit area of ground) of about 0.2.  Although the
measurement of this parameter is time dependent, the time after
deposition is generally not indicated in these studies.  It
appears that the weathering half-life is short (hours to a day)
during the initial deposition period.

     There is a significant range in the initial retention
estimates associated with the type of vegetation, and more
importantly, a variance-associated with the time after deposition
when the measurement is made.  The intervening wind and precipi-
tation conditions are also of prime importance.

     It is suggested that the initial retention and weather half-
life data should be treated as sets for each individual study.
That is, the individual parameters should not be averaged between
studies without a detailed evaluation as to common situations
(e.g., time of measurements and climatology).  Prudence appears
to indicate choice of a weathering half-life of about 30 days for
time periods of about a week after deposition.  For small plants,

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                                                                  183
not prone to trapping particles, a retention factor of  about  20
to 30 percent appears reasonable, but there is considerable
uncertainty in the data.

     Plant uptake parameters are summarized in Table  2.  Hanson
(1975) estimates the plutonium uptake by plants to be about 10-1*.
Others generally categorize it as about 10-3to 10-6 which
includes most of the data in Table 2.  Romney et al.  (1970) and
Neubold  (1963) present data that show a definite increase  in
plant uptake with successive crops.  Romney's et al.  (1970) data
indicate about an order of magnitude increase, from 1.9 x  10-5 to
14 x 10-5 over a 5-year period.  This increase is generally
related  to microorganism activity in the soil (Au (1974),  and
Au and Beckert (1975)) and chelation by organics in the soil
(Romney  et al. (1970)).

     There is some indication that plutonium-238 is more mobile
than plutonium-239, but this has received only limited verifica-
tion.  Cline  (1967) reported that barley took up 50 times  as much
americium-241 as plutonium-239.  Romney et al. (1974  and 1975)
have also reported that americium-241 appeared to be more  mobile
than plutonium.

     Essentially all of the plutonium uptake studies  are based on
laboratory experiments containing plutonium uniformly mixed
throughout the soil volume thereby increasing root contact.
Results  therefore appear to be unrealistic for natural vegetation
where the deposited plutonium is largely limited to the upper
2  to 5 cm of  soil, above the natural root mat.  Therefore, the
laboratory results should be conservative for most natural plant
species  growing in undisturbed or unplowed land; but, the  uniform
distribution  of the plutonium in the laboratory soil  should be
representative of farm crops grown on plowed land.

     Bloom et al, (1974) and Martin et al. (1974) report data
from Romney et al. (1974) indicating plant uptake from Nevada
Test Site field studies.  A total plant uptake of about 0.3 is
inferred.  They also estimate a total long-term uptake  (20 years)
of about 0.3  by exponentially extrapolating Romney's  et al.
(1970) 5-year study to 20 years.  Romney et al. (1974 and  1975)
qualify  the 0.3 uptake as being from both root uptake and  deposi-
tion and they emphasize that deposition is the primary contrib-
utor, probably by several orders of magnitude.

     There appears to be general consensus that deposited
plutonium is not taken up (by foliar absorption) into the  plant;
rather,  it is generally immobile..  This hypothesis is based on
limited  information.

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                                                            184
             DEPOSITION ON PLANT SURFACES
The following parameters are used in the deposition pathway:

 - Deposition velocity:  This may be given with raspect to
   the ground surface or for vegetation.  If the deposition
   velocity for the ground is used, the plant intercept area
   or factor must be used.

 - Plant interception factor (F):  Witherspoon and Taylor
   (1969J defined F=WC°/m,

   where:

          W is the biomass of foliage in grams (dry weight)
          per square foot of soil surface area (g/ft2").

          C° is the quantity of radionuclide initially
          intercepted per gram dry weight of foliage
          (yCi/g).

          m is the quantity of radionuclide deposited per
          ft2 of soil surface area.

     Thus, F is the ratio of radioactivity deposited on the
     foliage to the radioactivity deposited on the ground
     area inhabited by the foliage.  The ratio has no units.
     The product of the deposition velocity for the ground
     surface and F is the initial effective deposition
     velocity for vegetation.

 - The initial retention factor, (f) , is the fraction of
   radioactivity originally deposited that remains at some
   time after deposition.  This is usually given for one to
   two weeks after deposition.

 - The weathering or retention half-life (Tw) represents the
   exponential decrease in the retention of deposited
   activity rfter the initial one to two week period.

 - The plant biomass of foliage (W) is given as grams dry
   weight per square meter.

 - The fraction of deposited activity that is actually taken
   into the plant is denoted as (d).

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                                                                  185
CONSIDERATION OF PARTICLE SIZE

     The deposition velocity, plant interception factor, and
plant retention of deposited material are all a function of the
particle size distribution.  The size distribution of airborne
particulates is related to the source of release.  Particle size
distributions vary from the micrometer and sub-micrometer dia-
meter for nuclear fuel cycle plants and worldwide fallout to tens
of  micrometers for near-in fallout and aged fallout in the soil.

     High efficiency particulate air filters (HEPA) are used to
minimize releases from nuclear fuel cycle plants.  HEPA filters
have removal efficiencies of 99.97 percent for 0.3 ym diameter
dioctyl phthalate smoke particles; thus, releases from most
nuclear installations are assumed to be in the sub-micrometer
size range  (Burchstad (1967)).  Moss et al. (1961) also report
mass median diameters of less than 1 ym for airborne plutonium in
working areas of a plutonium fabrication plant.

     Klement (1965) indicates that particulates from nuclear
explosions  are generally in the sub-micrometer range; but, they
may become  attached to other material forming conglomerates of
10 ym or more (Gudiksen and Lynch (1975), and Nevissi and Schell
(1975)).  Generally, worldwide fallout is classed in the microm-
eter to sub-micrometer diameter size.

     The size distribution of resuspended material is dependent
on both its original size and composition, and on the material to
which it becomes conglomerated within the soil.  Bretthauer
et al.  (1974) analyzed particles from air samples at the Nevada
Test Site (NTS) and observed plutonium-bearing particles from
less than 0.5 to 17 ym in diameter.  The composition of the
particles ranged from plutonium, uranium, and oxygen (several
micrometer) to silicate and organic particles (about 10 ym).   The
geometric mean particle diameter was about 1.5 ym.

     Volchok et al. (1972) report data from two studies of
airborne particulates around the Rocky Flats Plant in Colorado.
The initial study, based on particles on particulate filters,
indicated a mean diameter around 10 ym.  This study was poten-
tially biased by the lack of analysis sensitivity for particles
below 0.5 ym.  Results from six cyclone and elutricator samples
(run time of about 50 hours) indicated median diameters of about
5 ym.

     Tamura (1974 and 1975) reports on the particle size
distribution of plutonium in NTS soils.  One to ten percent of
the activity was found in the 0 to 5 ym diameter soil fraction;
whereas, about 60 percent (up to 90 percent for several samples)
of the activity was found in the less than 53 ym size.  Romney
et al.  (1975) indicate that the micro-structure of many species
of vegetation is adept at capturing particles of these size
ranges.  The bond between the vegetation and these particles is

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                                                                   186
apparently so tenacious as to make it almost impossible to
distinguish the material from that actually taken up into the
plant.

     Bloom et al.  (1974) assume a particle size of 10 ym for
plutonium in air,  which leads to a value of about 5 cm/sec for
the deposition velocity.  These values are used in their environ-
mental plutonium model.

     Bagnold (1945)  and Chepil (1945a,b,c,d) indicate that over
90 percent of the wind movement of soil is by surface creep and
saltation.  These phenomena occur at heights below 1 meter above
the ground surface and are not observed on standard air samples.
Surface creep and saltation are connected with movement of soil
particles of tens to hundreds of micrometers in diameter.   Thus,
they include movement of the soil size fraction that contains the
majority of plutonium  (Tamura (1974 and 1975)).  Furthermore,
vegetation can retain particles of this size class, (Romney
et al. (1975)).

     In summary, various investigators recommend a range of
particle sizes for airborne plutonium.  Particle material from
original source terms is generally in the micrometer to sub-
micrometer class.   Plutonium in soil (limited data, mostly from
NTS) appears to be predominately associated with particles
between 20-50 ym in diameter (Tamura (1974 and 1975)).   The
limited information from Bretthauer et al. (1974) and Volchok
et al. (1972) indicate that the mean diameter of resuspended
plutonium particles is less than 10 ym, probably around 5 ym.
Much of the activity deposition on plants with foliage near the
ground, would appear to result from surface creep and saltation
associated with the larger diameter particles (10 to 100 ym)
versus resuspended material.

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                                                                  187
DEPOSITION PARAMETERS

     Witherspoon and Taylor  (1969) present data for simulated
fallout on pine and oak trees, using cesium-134 as a tracer.  The
initial fraction (F) of the  simulant fallout  (88 to 175 ym
diameter particles) intercepted and retained  by foliage was
higher in the oak tree  (0.35) than in the pine tree (0.24).
After 1 hour, the broad-leaved oak lost about 90.5 percent of the
initial deposition, while the pine loss was only about 10 percent,
corresponding to initial retention factors of 0.095 and 0.90,
respectively.  Weathering half-lives (Too) due to wind, rain, and
all other environmental factors were determined to be 25 and 21
days for the oak and pine trees, respectively, for the period
from 7 to 33 days after initial fallout deposition.

     Witherspoon and Taylor  (1970) present data for five crops
using simulated fallout with rubidium-86 as a tracer.  Two sizes
of quartz particles (44 to 88 ym and 85 to 175 urn diameter) were
used on squash, soybean, sorghum, lespedeza,  and peanuts.  For
the size range 44 to 88 ym,  the fraction of fallout initially
intercepted  (F) ranged  from  0.075 for the small-leaved lespedeza
to 1.248 for the squash.  Interception factors (F) greater than
unity were obtained for squash and soybean plants.  Such plants,
which have bush-like structures, have large exposed surface areas
available in many different  interception planes.  The average
fraction intercepted (F) for the smaller diameter particle size
range was 0.587, which was about 2.5 times greater than F for the
larger particle size range.

     Fisher  (1966) predicts  a theoretical decrease in the deposi-
tion velocity on pasture grass with decreasing particle size in
the 20 to 0.1 i>m range.  It  would appear that using Witherspoon
and Taylor's data for the 44 to 84 ym range would be conserva-
tive, but there is limited information on which to base this
hypothesis.

     Witherspoon and Taylor  (1970) also studied particle reten-
tion.  Losses from plant foliage due to wind  removal (during the
first 12 hours postdeposition) ranged from 3  to 35 percent
(average--21.1 percent) for  the 44 to 88 ym particles.  During
the same period, losses for  the larger particle size ranged from
9.5 to 26 percent  (average--15.8 percent).  For the 12- to
36-hour period postdeposition, losses ranged  from 1.2 to 33.5
percent (average--15.4 percent) for the smaller size simulant and
ranged from  7.7 to 34 percent (average--21.6  percent) for the
larger size  simulant.   Therefore, during the  first 12 hours of
postdeposition, when the wind speed averaged  0.5 mph and there
was no rainfall, the plants  lost an average of 18.5 percent of
the initial  deposition.  This corresponds to  an average value of
the initial  retention factor (f) of 0.815.  Losses for the next
24 hours also averaged  18.5  percent.  From 1.5 to 7 days post-
deposition,  the plant retention dropped from  63 percent to
about 33 percent.  This decrease was largely  related to 0.25
                                7

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                                                                  188
inches of rain on the sixth day.  Retention dropped to 7.9 per-
cent of initial deposition during the second week, after a heavy
rainfall of 1.33 inches.   Another intense rainfall caused a sharp
decrease in fallout retention to 3.3 percent, which slowly
decreased during the remainder of the experiment.

     The weathering half-lives (Tu) for the 44-84 urn particles
were 26 days for the 14-  to 28-day postdeposition period and 84
days for the 28- to 56-day postdeposition period.  During the
entire 56-day study period, the weather half-lives (Tw) ranged
from 2.09 to 272.8 days for the 44 to 88 pm particle size; and
1.33 to 56.5 days for the 88 to 175 ym particle size.   This
experimental data indicates that large differences in initial
interception existed between plant species for different particle
size distributions, but that these differences become insignifi-
cant after about 1 week of exposure to environmental influences
such as wind and rain.

     Witherspoon and Taylor (1970) report values for the activity
per dry gram of foliage,  per activity per unit area of soil for
the five crops.  These values range from 0.01 to 0.2 ft2/g (10 to
200 cm2/g).  The biomass  values (W), in grams of dry foliage per
square meter of soil (dried at 100°C for 24 hours), ranged from
20 for lespedeza to 120 for soybeans.  These data- are for 6-week-
old plants at the time of deposition.  The plants were planted
the last of May in the Oak Ridge, Tennessee, area.  All of the
foregoing values are summarized in Table 1.

     Concentrations of iodine-131 and strontium-89 on plants
contaminated by fallout from Project Sedan at the Nevada Test
Site were reported by Martin (1965).  Examination of the fallout
deposited on foliage indicated that most of the activity was due
to particles less than 5 urn diameter, with virtually no retained
particles greater than 44 ym diameter.  The observed effective
half-lives for iodine and strontium on the vegetation corres-
ponded to .weathering half-lives (Tto) of 17 and 28 days.

     Russell (1965) presents a review of interception and
retention of airborne material by vegetation.  Based, on data from
Milborn and Taylor  (1965) concerning strontium-89, Russell con-
cludes that on the average nearly one-quarter of the deposited
fallout material is initially held on edible leaf tissues.  An
equal quantity may be associated with the basal tissues.  The
studies of Milbourn and Taylor also indicate that 50 percent of
the radioactivity present on the edible herbage per unit area is
usually lost in about 14 days.  The fraction of initially depos-
ited fission products lost from cabbage plants in a 28-day period
ranged from 0.83 for cesium-137 to 0.90 for ruthenium-106
(Middleton and Squire (1961)).  Data were also presented which
indicated that washing cabbage leaves in water could remove from
10 to 36 percent of the deposited contamination  (average of 24
percent).  Middleton and Squire also concluded that the extent
of radionuclide absorbtion into leaves was of little importance

                                8

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TABLE 1.  SUMMARY  OF  PLANT DEPOSITION AND RETENTION PARAMETERS
Reference
Witherspoon & Taylor (1969)
Witherspoon & Taylor (1969)
Witherspoon & Taylor (1970)
Witherspoon & Taylor (1970)
Witherspoon & Taylor (1970)
Levin et al. (1970)
Levin et al . (]970)
Martin (1965)
Martin (1965)
Russell (1965)
Russell (1965)
Russell (1965)
Plant Foliage Initial
Interception Biomass Retention
Factor F (g,dry/m2) Factor
0.35 0.095
0.24 0.90
0.075 to 1.2 20-120 <0.1@ 2 wk
20 lespedeza ^0.8@ 12 hr
120 soybeans ^0.3@ 1 wk
0.25 540 fruits
3500 leaves


^0.5
^0.17
M).10
Weathering Half-Life
Half-Life Pertinent
(Days) Period (Days)
25 7 to 33
21 7 to 33
26 14 to 28

14

17
28



Comments
88 to 175 urn particles,
oak trees
88 to 175 urn particles,
pine trees
44 to 88 ym particles,
6-wk old plants



Fallout, 1-131
Fallout, Sr-89

Cabbage, Cs-137
Cabbage, Ru-106
Bloom  et al.  (1974)

Bloom  et al  (1974)


Martin  et al. (1974)


Milbourn & Taylor (1965)
5 cm2/g


0.14


5 cm2/g

0.14
                                                 30
30


14
                      F factor divided by
                       biomass.

                      Assume biomass of
                       289g/m2
                                                                      Project Sedan Sr-89
                                                                                                 09

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                                                                 190
compared to the retention of activity on the leaves.

     Levin et al. (1970) discuss the choice of parameters for
dose model calculations for the proposed nuclear applications in
the construction of an interoceanic canal.  The information they
present is oriented to South America and general fallout of mixed
fission products.  Thus, the information has limited applica-
bility to conditions in the United States.  A summary of their
parameters is given in Appendix A.  Several of the more pertinent
values are:

     --Fraction of the element in plant edibles which comes from
       leaves (due to foliar deposition) of 0.05.   This value
       apparently relates to fruit type plants.
     --W, biomass of plant edibles of 540 g/m2 (dry weight).
       Biomass of plant leaves 3500 g/m2.
     --Growth-rate coefficient for plant edibles of 0.05 day-1
       or half-life of 14 days.
     --Weathering elimination rate for plant leaves of 0.05
       day-1 or 14-day half-life.
     --F, Fraction of fallout intercepted by plant leaves of
       0.25.

     The weathering elimination rate (Aco) was estimated to be
0.05 day-1 based on a Too of 14 days.  The fraction of fallout
intercepted by plant leaves was 0.25.  For most fission products
the fraction in the plant edibles which comes from leaf contami-
nation was estimated to be 0.001.  The fraction in plant edibles
which comes from the root uptake of contaminants in soil was 1.0.
These values are estimates influenced by natural weathering
conditions and decontamination due to washing and food prepara-
tion.

     Bloom et al. (1974) review the literature values to obtain
parameters for use in their transport model.  Based on fission
product fallout data, they postulate the following half-lives:

               Half-Life                Time Increment
                 (Days)                      (Days)
                  1.4                        0-5
                 20                          5 -15
                 30                         15 -30
                130                         30 -60

     Bloom et al. (1974) note that such parameters as inter-
ception, retention, and retention half-life are dependent on the
time after deposition when these factors are measured.  Given
this, they select an interception factor (units of cm2/g dry
weight) of 5 and a weathering half-life of 30 days.  This
interception factor (in units of cm2/g) is equivalent to the
unit-less interception factor (F) divided by the plant biomass

                               10

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                                                                  191
(W) in g/cm2.  Bloom et al. (1974) refer to the studies by Miller
and Lee (1966) of interception factors (cm2/g) for fallout from a
volcano eruption.  Values of the interception factor vary by a
factor of two (from 47 to 96 cm2/g) between low and high (greater
than 90 percent) relative humidity.  Miller and Lee (1966)  note
that these values were based on samples collected immediately
after deposition.  Notation of time after deposition may explain
the discrepencies with nuclear fallout data reported by Martin
(1965).  Martin  (1965) reported values from 1.9 to 11.1, with an
average of 3.7 cm2/g.  For relative comparison purposes, Bloom's
et al. (1974) factor of 5 cm2/g can be converted to the unit-less
factor by assuming a biomass of 289 g/m2 (Martin et al. (1974)),
resulting in an  F value of 0.14.

     Martin et al. (1974) uses parameters similar to those of
Bloom et al. (1974).  Several of the recommended parameters are:
interception factor of 5 cm2/g; weathering half-life of 30 days
(based on nonvolatile particulates on shrubs); and a desert plant
dilution growth  rate of 36 g(dry)/m2-year.   A biomass value of
289 g/m2 is referenced (Bamberg (1973)).
                                11

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                                                                 192
             RADIONUCLIDE UPTAKE FROM SOIL BY PLANTS


     The uptake of radioactive material from soil by plants is
generally expressed as a discrimination factor pCi/g (dry weight)
of plant per pCi/g (dry weight) of soil.   Variations of this
parameter include the discrimination factor between soil and the
roots or the edible fruits of the plant.   The discrimination
factor is also given for uptake from hydroponic solutions.  Table
2 summarizes the plant uptake of plutonium studies discussed
below.

     The depth basis of the soil concentration presents an
inherent uncertainty in the discrimination factor.  The majority
of fallout plutonium is normally found in the top two-to-five cm
of soil.  Thus a 10-cm depth soil sample  will only contain
essentially one-half the concentration of plutonium as  a 5-cm
depth sample (i.e., the 10-cm sample is diluted with uncontamina-
ted dirt).   It appears that most discrimination factors are based
on a 5-cm depth soil sample.

     Several investigators have indicated an increase in the
discrimination factor with time (Romney et al. (1970);  Price
(1973); Francis (1973)).  The extent of and reasons for this
increase are uncertain.  It is generally  related to either the
chronological increase in depth penetration of plutonium in soil
and/or the increased availability of plutonium with time.

     The increased penetration is related to alternate  freezing -
thaw.ing, and wetting - drying of the soil; earthworm activity;
agriculture practices; possibly changing  plutoirium
solubilization; and physical translocation downward through the
soil by the root hair system of plants (Wildung and Garland
(1974)).  Wildung and Garland  (1974) noted that plutonium from
surface soil was translocated down to the roots of barley.  This
may have special health pathway implications for root crops
directly consumed by man.

     Chronological increases in the bio-availability of plutonium
are related to the natural chelation of plutonium by decaying
roots (Romney et al. (1970)).  Au (1974)  and Au and Becker  (1975)
indicate significant uptake of PuOa by soil microorganisms,
specifically Aspergillus niger.  Their experiments, conducted at
several values of soil acidity, indicate  that microorganisms may
chronologically increase the bio-availability of Pu02 micro-
spheres .


                               12

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                                       TABLE  2.   SUMMARY OF PLANT UPTAKE OF PLUTONIUM
     Reference
   Discrimination   Factor
(pCi/g dry plant:            Time of
 pCi/g dry soil)        Measurement  (Yrs)
                 Type Plant
                                                                                               Comments
Romney  et al. (1970)
Garland  et al.  (1974)
Johnson  et al.  (1972)
Jacobson & Overstreet (1948)
Cline (1967)
Cline (1967)
Cline (1967)
Neubold (1963)
Nishita  et al. (1965)
Rediske  et al. (1955)
   1.9xlO"5
   4.1xlO-5
   4.4xlO"5
   7.1xlO"5
  14 x 10~5
   4.4xlO"5
  15 x 10"5
   1 x 10"7
 200 (roots)
 0.8 to 4xlO~3Aerial  portion
   2xlO"6to  10"3
 Av 6.4x10""
   10""
   2 x 10"5
   4.5xlO"6
   0.4 (roots)
   0.25 (roots)
   0.2 (roots)
 Am-241  50xPu-239
   0.003 for  Am
   2 x 10""
   1 x 10""
   Factor 4  increase
   10""
   9 x 10""
                                                             1/3
                                                              root
1/365
1/365
1/365
                Ladino Clover  Pu-239 from NTS soil
                Barley  Pu(NO-,)4  100  uCi/g  in  soil,  toxic  effects
                Barley  Pu(N03)4  10 uCi/g  in  soil
                Barley seeds
                Barley roots,  activity  may  not have  been taken  up
                        Used  Pu02
                        Pu(N03)4
Barley
Barley  Pu"+
Barley  Pu3+
Barley  PuO?2
Barley  Pu"+
Barley  Pu022+
Barley
        Alkaline Ephrata fine sandy loam
        Pu acid soil
        Pu alkaline soil
Ryegrass  Pu in acid  soil
Ladino clover  Pu Fallout
Barley    Pu"+

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                                                                 194
     Earth (1975), Raabe (1973), Hakonson and Johnson (1973), and
Patterson et al.  (1974) report data inferring that plutonium-238
is more soluble than plutonium-239, and possibly more bio-
logically available.  Raabe et al. (1973) report that the
dissolution rate for plutonium-238 dioxide monodispersed par-
ticles in an in. vitro laboratory system was nearly two orders of
magnitude greater than for plutonium-239.  Hakonson and Johnson
(1973) report changes in the plutonium-238 to plutonium-239 ratio
for the Trinity Site, New Mexico.  Twenty-three years after the
nuclear detonation, the plutonium isotopic ratios varied from
0.05 for soil, 0.10 for plants, to 1.0 for mammals.  Brown and
McFarlane (1975)  are conducting experiments with several plant
species and soils to determine uptakes for plutonium-238 and
plutonium-239.

     Hanson (1975) notes that the increased availability of
plutonium-238 may result from the chelating action resulting from
more intimate contact of plant roots with the plutonium particles
(plutonium-238 versus plutonium-239); transport of plutonium by
individual cells; or a combination of such mechanisms by which
plutonium-238 may be absorbed differently than plutonium-239.
The higher specific activity of plutonium-238 versus plutonium-
239 is also potentially related to possibly different isotopic
effects.

     Data indicating differences in the transfer or isotopic
ratios for plutonium-238 and plutonium-239 should be critically
evaluated. Plutonium-236, which is often used as an analytical
tracer may contain plutonium-238 as a contaminant.  This error
can be corrected by analyzing tracer blanks.  Furthermore,
sources of purer plutonium-236 are now available.  An additional
problem results from the similarity of the americium-241 and
plutonium-238 alpha energies, 5.49 and 5.50 MeV, respectively.
Incomplete separation of americium in sample processing or delays
in counting after sample processing (i.e., amercium-241 ingrowth
from plutonium-241) can result in erroneously high indications of
plutonium-238 content.   Generally, these pitfalls are not
present, but their potential must be recognized.

     Plant uptake of plutonium from soil has been reviewed by
Bloom et al. (1974), Hakonson (1975), Hanson (1975), Price
(1973) , and Francis (1973).   The general consensus is that
short-term uptake is minimal, but that increased chronological
uptake due to natural chelation and other mechanisms presents an
uncertain picture and some cause for concern.

     Romney et al.  (1970) studied the transfer of plutonium-239
from soil to plants for ladino clover.  These crops were grown
under glasshouse conditions on contaminated soil for five years.
Total crop yields increased each year.  The plant-to-soil
discrimination factor for the first year was 1.9xlO-5 pCi/g of
dry plant per pCi/g of dry soil.  The factor increased to 14x10-5
for the fifth year, for a five year average of 6.3x10-5.  The

                              14

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                                                                  195
soil was a one-to-one mixture of Yolo soil and soil from Area 11
of the Nevada Test Site contained in 60-liter containers (filled
volume 50 liters), with a surface area of 0.12 m2.  The soil was
uniformly contaminated with a plutonium-239 concentration of
1.62x10-s dis/min-g.  Romney et al. speculated that some of the
yearly increase in plutonium uptake was related to increased
development in the root system.  They maintained the root system
provided more intimate contact of the roots with plutonium.
Additional studies showed increased plant uptake of plutonium
from soils where DTPA chelating agent was added.

     Garland et al.  (1974) report results for barley and soybean
plants grown in soils containing Pu(N03)4.  The split-root
technique was used to study the uptake and distribution of
plutonium in the plant tissue.  The distribution of plutonium was
determined in the tops and roots of soybeans (Glycine max)  after
50 days of growth, and barley  (Hordeim vulgare") after 27 days of
growth.  Slight increases in the total plant uptake were related
to increasing the volume of soil in the test plots for both
above-ground and root tissues of barley.  But the height of the
soil column appeared to be a more important variable.  Since the
plutonium was uniformly mixed in the soil column, increased
uptake from a taller soil column probably relates to the
increased contact between roots and soil.

     Garland's et al. (1974) experiments were conducted with
concentrations of 10 and 100 yCi/g of plutonium-239.  But the
elevated concentration of 100 yCi/g did not result in a marked
increase in uptake versus the 10 yCi/g soil. The respective plant
uptakes (dry weight, 60°C for 24 hours) for barley were 4.4xlO-5
and 15.5x10-5.  The plants in the 100 yCi/g soil showed toxicity
symptoms until the root systems were established in the nutrient
solution below the soil.  Plants grown in the two concentrations
were indistinguishable at the time of harvest.   If the observed
toxicity is concentration dependent, Garland et al. (1974)
indicate that the previously reported results of Wildung and
Garland (1974) , indicating an inverse relationship between uptake
and soil concentration, may have been due to toxic effects  on the
roots.

     Garland et al.  (1974) reported that the distribution of
plutonium activity in the plant roots of barley averaged 17.1
percent and 4.79 percent (percent of total plant activity)  for
two different plutonium activity soils (0.05 and 10 yg plutonium
per yg soil).  Therefore, the average root content was 10.95
percent, with the remaining plant activity in the above-ground
parts of the plant (outer sheath, leaf blades and new growth).
Both the barley and soybean plant studies indicated that
plutonium, once in the plant, was rather mobile, with leaf tissue
containing 5 to 10 times the plutonium activity of that in the
stem tissue.  After 100 days of growth, the barley seed had an
activity corresponding to a concentration factor of less than
1x10-7 of the soil content.
                               15

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                                                                  196
     Johnson et al. (1972) reported the results of an experiment
to test the active transport of plutonium by plant roots.  Barley
plants were grown in a nutrient media containing soluble
23 9Pu(N03) i,.  The barley plant roots were removed at various time
intervals, washed and analyzed for plutonium-239 content.  A
tentative concentration factor from solution to roots of approxi-
mately 200 was observed. Although the roots were washed after
removal from the nutrient media, it is possible that much of the
plutonium was only associated with exterior surface contamination
of the roots and was not assimilated by the roots.

     Johnson et al. (1972) conducted another,experiment where
barley plants were allowed to mature and the root and aerial
portions were removed and separately analyzed.  The ratio or
fraction of the concentration of plutonium in the aerial portion
of the plants, as compared to the root portion of the plants,
ranged from O.SxlO-3 to 4xlO-3 (average of 2xlO-3)for plants
grown in Pu02 solutions.  The ratio for plants grown in Pu(N03)lt
solutions ranged from 2x10-6 to 1x10-3, with an average of
6.4x10-^  These ratios are similar to those reported by Romney
et al. (1970).  This indicates that either the plutonium was not
taken up into the roots, or there is a significant discrimination
factor preventing the transfer of plutonium from roots to the
above-ground parts of the plant.

     Menzel (1965) reviewed the literature concerning the soil-
plant relationships of radionuclides.  This review was limited to
experiments where the radioactivity was in a soluble form when
added to the soil and where radionuclide concentrations were low
enough so that there were no toxic effects.  In summary, Menzel
classed plutonium in the bottom of the lowest category (that is,
less than 0.01 (ratio of dry weights of plant and soil acti-
vity)).

     Francis  (1973) reviewed the mobility of plutonium in soil
and its uptake by plants.  The following items are based on
Francis1 review:

     1.   Jacobson and Overstreet (1948) studied the. trans-
          location of plutonium in barley  (one of the original
          plutonium plant uptake studies of barley plants in
          calcium-bentonite clay suspensions).  Over a 24-hour
          period, the fractional translocations to leaves, were
          10-4 for Pu022'+, 2xlO-s for Pu"+, and 4.5xlO-6for
          Pu1**.  The respective values for the roots were 0.4,
          0.25, and 0.2.

          Rediske et al.  (1955) noted the discrimination factor
          (ratio of dry weight of aerial portion of plants to
          soil) increased from 10-1* to 10-3, with pH changes
          of 7 to 4.
                               16

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                                                                  197
     2.    Wilson and Cline  (1966)  studied the uptake of
          plutonium-239  by  barley  from three soils.   The soils
          were  Ephrata fine sandy  loam,  a slightly alkaline soil;
          Milville  silt  loam,  a calcareous soil;  and Cinabar silt
          loam,  a moderately acid  forest soil.   Plutonium uptake
          from  the  acid  soil was more than three  times greater
          than  from the  calcareous soil.  A 0.IN  nitric acid
          solution  removed  0.64 percent  of the plutonium,
          approximately  one-thousand times more than that taken
          up by barley.   This shows that common soil extracting
          methods do not provide a reliable indication of
          potential plant uptake.

     3.    Cline (1967) reported that the uptake of americium-241
          into  foliar portions of  barley was fifty times that of
          plutonium-239.  The barley was grown in Hoagland's
          nutrient  solution.

     4.    Unpublished work of Buckholz et al. does not show a
          chronological  increase in the  discrimination factor for
          alfalfa after  four years of growth.  The study was
          conducted in a plutonium contaminated soil associated
          with  the  1966  Palomares  Spain  accident.  This is at
          variance  with  the results of Romney et  al. (1970).

     Price (1973) reviewed several studies concerning plant and
animal uptake of plutonium.  The following studies were not
reported by Francis (1973)  :

     1.    Nishita et al. (1965) studied  the uptake of fallout
          plutonium in ladino clover (Trifolium respens I,.).  The
          discrimination factor was lO-1* (yCi/g plant per iaCi/g
          soil, probably dry weights).

     2.    Rediske et al. (1955) noted that Puk+ becomes associ-
          ated  with root surfaces  exposed to culture solutions.
          The quality of sorption to root surfaces is linear with
          respect to concentration of the solution,  whereas, the
          leaf  concentrations had a curvilinear relationship.
          The uptake into shoot tissues  of tumbleweed from
          solution cultures was slightly less than for beans,
          barley, or tomatoes.  The discrimination factor for
          barley was 9x10-"*, based on the Neubauer test.  This
          was considered to be an overestimate for what would be
          expected under field conditions.

     3.    Cummings  and Bankert (1971) used culture pots for
          plutonium-238 uptake studies for nine soils.  The
          results for plutonium-238 were lower than those for
          cerium-144 and promethium-147.  The fractional uptake
          (total activity in plants divided by total soil
          activity) for plutonium varied from 7 to 280x10-8.


                                17

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                                                                  198
     4.    Cline (1967) reports discrimination factors of 0.003
          for americium-241 from alkaline (Ephrata lime sandy
          loam) and acid (Cinabar silt loam) soils.  The
          plutonium factors were ZxlO-1* (acid soil) and 1x10-
          (alkaline soil).

     5.    Neubold (1963) reported that although plutonium uptake
          by perennial ryegrass (Folium perenne L.) was low, it
          did increase over a 2-year study span,"Tor several
          different soils.   There was a 4-fold increase for an
          acid soil.

     Price (1973) indicates the following ranking for decreasing
uptake by plants from soil:  curium, americium, and plutonium.
Neptunium uptake probably resembles that of plutonium.

     Hakonson (1975) reviewed pathways for plutonium into terres-
trial plants and animals.  Several investigators have noted higher
plutonium concentrations in native grasses than for forbs,
shrubs,  or trees (e.g., Hakonson and Johnson (1973) and
Whicker et al. (1973)).  This may be related to the morphological
structures of the plants and their ability to intercept and
entrap airborne material.  Russell (1966)  has noted that the
heads of grains serve as an excellent trapping device for depos-
ited material.  On the other hand, the physical structure of root
systems of grasses and their position within the soil/plutonium
profile may be favorable for root uptake of plutonium by grasses.

     Bloom et al. (1974) present an environmental transport model
with associated parameters.  A soil to plant discrimination
factor of 0.313 (pCi/g of dry vegetation per pCi/g of wet soil)
is recommended.  This factor is based on the indications of
increases of plant uptake with time (e.g., Martin's et al.
(1974) estimates from data from Romney et al. (1974)).  The
Romney et al. (1974) values are based on results from the Nevada
Test Site, 20 years after deposition.  Martin et al. (1974)
further justified the value of 0.313 by estimating the uptake at
20 years from Romney's et al. (1970) data.  In essence, Martin
et al. (1974) exponentially extrapolated Romney's et al. (1970)
5-year study to 20 years.

     Romney et al.  (1974 and 1975) emphasize that the high dis-
crimination factors are not solely related to root uptake,
rather,  they are a result of deposition with limited root uptake.
Romney et al. (1975) estimate the root uptake to be 10-3 to
10-\  Thus, it appears Bloom's et al. (1974) and Martin's
et al. (1974) assumptions are in error.
                               18

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                                                                  19
           COMBINATION OF DEPOSITION AND PLANT UPTAKE


     Romney et al. (1974 and 1975) reports data on the total
plutonium and americium-241 concentrations in vegetation for
several areas of the Nevada Test Site.  These data are compared
on a pCi/g (dry and ashed) basis to soil concentrations.  The
vegetation results are based on a sample of foliage, and exclude
the root mat.  Romney et al. (1975) estimated that for Area 13
only 1/1600 of the plutonium-239 inventory was in the vegetation.
The ratio of foliage to soil values averaged about 0.08, and most
of the values (several hundred) fell within 0.02 to 0.16.

     Romney et al. (1974) reported values for the total amount of
plutonium-239 on foliage versus the soil concentration.  The pre-
liminary results for vegetation were based on the ashed weight.
The average values (pCi/g ashed vegetation per pCi/g dry soil)
were 1.0, 1.7, and 5.1 for Atriplex canescens, Atriplex confer-
tifolia, and Eurotia lanata, respectively.The average value was
2.24.Romney's plant-to-soil ratios are apparently all based on
the plutonium concentration in the top 5 cm of soil.

     Colorado State University (1973) reported data on the
plutonium-239 inventory for the Rocky Flats, Colorado, area.  The
data is based on plant distributions from the Pawnee National
Grassland.  The soil accounted for 99.464 percent of the
plutonium-239 in the top 2 cm of soil.  Standing vegetation
accounted for 0.058 percent, litter for 0.180 percent, and roots
(surface to two cm depth) accounted for 0.298 percent of the
total activity on the test plot.  Considering the litter as part
of the standing vegetation, the foliage would then account for
0.238 percent of the total activity, comparable to the root
content of 0.298 percent.  The total plant content would be 0.536
percent.

     Whicker et al. (1973) reported plutonium concentrations for
various terrestrial ecosystems in the Rocky Flats environs.  In
the top 3 cm of soil, fifty-nine percent of the plutonium-239 was
found in the soil fraction of less than 0.5 cm in diameter.
Additionally, 39 percent of the soil activity was found to be
below the 3 cm depth.  Two-tenths percent was associated with the
surface litter and detritus, 1.3 percent with roots, and 0.06
percent with standing vegetation.  Considering the litter as part
of the standing vegetation, the foliage would then account for
0.26 percent of the total activity, compared to the root content
of 1.3 percent.  The total plant content is 1.56 percent, corres-
ponding to a concentration factor of 0.0156, due to both

                               19

-------
                                                                     201
deposition  and soil uptake.  The  root,  foliage, and soil  data
from Whicker  (1973) are summarized  in  Table 3.
            TABLE 3.   PLUTONIUM  IN VEGETATION AND SOIL

                         (Whicker  (1973))
Plant
Western
Wheatgrass
Cheatgrass
Prickly
lettuce
Salsify

Biomass
Dry Weight
(g/m2)
32
10
2
9

Average Cone.
In Roots
(dpm/g)
247
294
157
13

Average Cone.
In Standing
Plant (dpm/g)
30
112
13
13
Average
Standing Veget.
Cone:
Soil cone.*
0.00125
0.0467
0.00542
0.00542
0.0015±0.02
*  Vegetation concentration in dpm/g divided by average soil concentration of
   2397 dpm/g.  Based on soil sample of 0 to 3 cm depth and particles less
   than 5 mm. Dry Weights.
      Schultz et al. (1974) report  a proposed study of  plant
uptake  of plutonium and americium.   The study will include
several soils and several chemical  forms of the elements.
Results have not yet been published.
                                 20

-------
                                                                  201
            REDISTRIBUTION OF ACTIVITY WITHIN PLANTS


     There  appears  to  be  very little  absorption and redistribution
of deposited plutonium within plants.  There is, however, only a
limited amount of published information.

     Russell (1965) reviewed several  studies concerning inter-
ception and retention of airborne material.   He concluded that
the absorption of deposited material  was  of limited importance
compared to the retention of activity on  foliar surfaces.

     Aarkrog (1975) studied the uptake of deposited fission
products on wheat and barley crops.   Radionuclides such as
strontium-90, ruthenium-103, and cerium-144 were generally
immobile.  Whereas, zinc-65, iron-55, cesium-137, cobalt-60, and
manganese-54 were more readily translocated to the seeds.

     Levin et al. (1970)  estimate that only 0.1 percent of the
radioactivity in plant edibles comes  from the leaves (for rela-
tively immobile elements).  Essentially all of the activity in
the plant edibles is related to root  uptake.  The parameters
listed in Appendix A (Levin et al. (1970))  are for the inter-
oceanic canal project and are assumed to  relate to fruits, nuts,
etc., -- not to leafy edibles.
                               21

-------
                                                                  202
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                               22

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                                                                   203
Burchstad, C. A. (1967).  Requirements for fire-resistant
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                                23

-------
                                                                  204
Hakonson, T. E. and L. J. Johnson  (1973).  Distribution of
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Jacobson, L. and  R. Overstreet  (1948).   The uptake by plants  of
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Johnson,  J. E.,  S.  Svalberg  and D. Paine (1972).  The study of
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Klement,  A. W.  (1965), Editor.  Radioactive Fallout From  Nuclear
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Levin, H. H.,  S.  G. Bloom, W. E.  Martin, and G. E. Raines
      (September  1970).  Estimation of potential radionuclide
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     p~T5

Martin, W.  E.  (1965).  Interception and  retention of  fallout  by
     desert shrubs.   Health  Physics.   11:1341-1354


Martin, W.  E.,  S.  G. Bloom, R.  J.  Yorde,  Jr.  (1974).   NAEG
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Menzel, R.  G.  (1965).  Soil-plant  relationships of radioactive
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Middleton,  L. J.  and  H. M. Squire  (1961).  U.K. Agricultural
     Research  Council Radiobiological Laboratory.  ARCRL  5.   p  50

                               24

-------
                                                                  205
Milbourn, G. M. and R. Taylor (1965).  Radiat. Bot.  5:337

Miller, C. F. and H. Lee (1966).  Operation Ceniza-Arena:  The
     retention of fallout particles from Volcan Irazu  (Costa
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Mistry, K. B., A. R. Gopal-Ayengar and K. G. Bharathan  (1965).
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     11:1459-1470

Moss, W. D., E. C. Hyatt and H. F. Schulte  (1961).  Particle size
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Neubold, P.  (1963).  Absorption of plutonium-239 by plants.
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Nevissi, A.  and W. R. Schell (1975).  Distribution of plutonium
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Nishita, H., E. M. Romney and K. H. Larson  (1965).  Uptake of
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Patterson,  J.  H., G. G. Nelson and G. M. Matlack  (1974).  The
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Raabe,  0. G.,  G. M.  Kanapilly, and H. A. Boyd (1973).   Studies
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     Physics.  19:487-491
                               25

-------
                                                                  206
Romney, E. M., A. Wallace, R. 0. Gilbert et al.   (1974).  Some
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Romney, E. M., A. Wallace, R. 0. Gilbert, and J. E. Kinnear
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                               26

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                                                                  2C7
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     Health Physics.   19:493-499
                              27

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Is)
oo
                                                       Appendix  A

                                          Parameters  for  Atlantic-Pacific
                                              Interoceanic Canal  Model
                                                 (LEVIN  et  al.,  1970)
Parameter
FA
S01
£43

f42
f
F
Parameter Definition
Average fallout concentration on a
watershed, uCi/cm*
Initial specific activity of the
radionuclide in the fallout, MCi/g
element
Fraction of the element in plant
edibles which comes from leaves
(dimension less)

Fraction of the element in plant
edibles which comes from the soil
(dimension less)
Ratio of runoff water to total
rain water (dimensionless)
Ratio of the amount of radionuclide
Values Used
-
~
0.05 (P&C)(a)
0.001 (P&C)
1.0 (P&C)
0.001 (P&C)
0.9 (P&C)
4.0 x 10"5 (P&C)
Remarks
These values are classified and thus are
not available
These values are classified and thus are
not available
For mobile elements H, P, I, and C
For all other elements than H,P, 1, and C
For all elements except carbon
For carbon
Infiltration is 10 percent of rainfall
reaching ground surface
For all elements except hydrogen; calcu-
References
-
"
Martin (1969)
Martin (1969)
Kazmaier (1569)
Kazmaier (1969)
Charnell et al (1969)
Charnell et al (1969)
              dissolved in surface water to the

              total amount present on the soil

              surface (dimensionless)
0.3   (P&C)
lated from reference dataC1)


For hydrogen; calculated from reference

data(b)
Charnell et al (1969)
r
r
u
W4
*W4
Average rainfall rate, cm/day
Unit rain, cm
Dry biotnass of plant edibles, g
dry weight/cm2
Fraction of water in plant edibles,
g water/ g fresh weight
0.636 cm/day (P)
0.596 cm/day (C)
2.5 cm (P&C)
0.054 g/cm2 (P&C)
• 0.70 g/g (P&C)
Estimated from mass rainfall curves
Estimated from rainfall curves
Defined by reference^)
Calculated from reference data^ ^
Estimated average water content from
reference data
Charnell et al (1969)
Charnell et al (1969)
Charnell et al (1969)
Traaseau (1926)
Wu Leung and
Flores (1961)
                                                                                                                              to
                                                                                                                              o
                                                                                                                              OP

-------
                                                    Appendix  A  (continued)
Parameter
                   Parameter Definition
                                                        Values Used
                                                                                              Remarks
                                                                                                                             References
   XB7
   AM
 Density of water, g/cm3
 Biological elimination rate coefficient
 of element from  freshwater fish, day"1
                                                         1.0 g/cm3 (P&C)
                                                         0.055 day'1 (P&C)
 Biological  elimination rate coefficient
 of element  from animals, day'1
 Biological  elimination rate coefficient
 of element  from marine fish, day'1
 Growth-rate coefficient for plant
 edibles, day"1
          d C.

    *8 - ^r>'c4
 Weathering elimination rate coefficient
 from plant  leaves, day'1
 Fraction of fallout intercepted by
 plant leaves  (dimensionless)
 Biotnass of plant leaves,  g dry weight/
 cm2
 Average fallout concentration on the
 marine fallout area, pCi/cm^

 Total amount of radionuclide initially
 present in the canal channel and rubble,
 uCi
Ratio of the amount of radionuclide
dissolved in the canal water to the total
amount present in the  canal channel and rubble
 (dimensionless)
0.1 day"1 (P&C)


0.02 day"1 (P&C)


0.05 day"1 (P&C)




0.05 day'1 (P&C)


0.25 (P&C)


0.35 g/cm2 (P&C)
                                                        4.
  0 x 10'3 (P&C)
0.3  (P&C)
                       Listed  in reference

                       Geometric mean calculated from reference
                       data by method outlined by Bloom et  al
                       (1970)
Geometric mean calculated  from reference
data
Estimated from turnover  rates for
anchoveta
Arithmetic mean calculated  from reference
data by method outlined  by  Bloom et al
(1970)


Calculated from reference data^ '
                                                                               Highest value selected from reference
                                                                               data(S)
                                                                               Calculated from reference data*-")
These values are classified  and  thus are
not available

These values are classified  and  thus are
not available


For all elements except  hydrogen^1'
                                                                               For hydrogen
Weast and Selvy (1967)

Templeton et al (1969)
Brungs (1967)
Boroughs et al (1956)
Polikarnpov (1966 a&b)
Kevern (1966)
Miser and Nelson (1964)
Friend et al (1965)

Golley et al (1969)


Lowman et al (1970)


Malavolta et al (1962)
Transeau (1926)
Jacob and von Uexkull
  (1963)

Martin (1965)


Nishita et al (1965)
Middleton (1960)

Transeau (1926)
                                                                                                                         Essington (1969)
                                                                                                                         Essington (1969)
                                                                                                                                                        to
                                                                                                                                                        C5

-------
                                                  Appendix A  (continued)
Parameter Parameter Definition
B Net flow rate of water through the
canal channel, cm3 /day

H Horizontal extent of the marine fall-
out field in the direction perpen-
dicular to the current, cm


Z Horizontal extent of the marine fall-
our field in the direction parallel
to the current, cm


K Turbulent diffusivity in the verti-
cal direction, cur/day
V Volume of water in the canal
channel, cnr^

V Speed of ocean current, cm/day
o

2
3
1


1
1
1


7
9
1

2

2
1
3

.83 x
.62 x
.85 x


.20 x
.11 x
.11 x


.4 x
.26 x
.0 x

.52 x

.19 x
.0 x
.0 x
Values Used
1014 cm3 /day (P)
1011 cm3/day (C)
107 cm (P-Pacific


107 cm (P-Atlantic
107 cm (C-Pacific
107 cm (P-Pacific


106 cm (P-Atlantic



side)


side)
side)
side)


side)
106cm (C-Pacific side)
106 cm2 /day (P&C)

1015 cm3 (P)

1015 cm3 (C)
106 cm/day (P)
106 cm/day (C)








Estimated
Estimated
Estimated


Estimated
Estimated
Estimated


Estimated
Estimated
Estimated

Estimated

Estimated
Estimated
Estimated

from
from
from


from
from
from


from
from
from

from

from
from
from
Remarks
reference
reference
reference


reference
reference
reference


reference
reference
reference

reference

reference
reference
f

References
data
data
dataU)


data
data
data


data(J)
dataU)
data

data

data
data
, . ( 1 )
'
Harleman (1967)
Harleman (1967)
Ferber


Ferber
Ferber
Ferber


Ferber
Ferber
(1968)


(1968)
(1968)
(1968)


(1968)
(1968)
Pritchard et al












(1966)

Harleman (1967)



Harleman (1967)
Lowman
Lowman
et al (1970)
et al (ic
170)
(a)   P designates value used for  Panama (Route 17).   C designates value used for Colombia (Route 25).
(b)   The quantity F  was calculated as follows:              ,
                  w                              	        j.
                                                 F  =
                                                      Li
    where      or is the fractional soil porosity,  0.3
    and       1C is the distribution coefficient of the rainwater between  the soil surface and surface water,  1  for
                 all other elements.
(c)  If the interflow layer has a thickness of 7.5  cm (Odum, 1967)  and a porosity of 33 percent, then the amount of
    this interflow layer is the unit rain (2.5 cm).
                                                                                                               hydrogen, and  1.0  x  10^ for

                                                                                                               rain required  to saturate
                                                                                                                                                    to

-------
                                       Footnotes  for  Appendix  A  (continued)
(d)  The quantity W, was calculated as  follows:
                                                 _ rdry weight plant edible-.   .-No. plants -
                                               4           plant                   2
                                                           r                     cm
                                                   r216g plant edible-,    rI.O x IP4 plants   2.471 x  10'6 acres -
                                              W4 ~ L     plant       J  X  L    acre         x      cn)2          J

(e)  Reference data described the  growth  of tropical plants.  Pineapple, sugar cane, rice, and bananas were  some of the foodstuffs for which
     growth rate data were reported.                   „ ,„.
(f)  The quantity k  was calculated as  follows:   k  = —^	
     where     T  is the environmental  half-life of a radionuclide on leaves.
     T  was assumed to equal to 14 days for all radionuclides on fallout-contaminated plants in humid  regions.
(g)  Tne relative percentage of fallout intercepted by plants in the  environs at NTS (Nishita et al,  1965),  from 8 percent to 15 percent at the
     Maralinga Test Site for close-in and  far-out fallout, respectively, (Nishita et al 1965), and up  to  25  percent retention near NTS
     (Middleton, 1960).
(h)  The quantity W-j was calculated as  follows:
                                                   ,dry weight plant leaves,    no. plants
                                              W3 = (      plant            > X (  cm2     >

                                                 _ ,140 g leaves,    ,1.0 x  10  plants   2.47 x 10'  acre,
                                              W3   *   pl^t    '  X (   acre         X        2        }
                                                                                           cm

(i)  The quantity FC was calculated for all elements except hydrogen  as  follows:  FC = 100 Fw .
(j)  This quantity is dependent upon the orientation of the fallout patterns over the marine fallout area.   As no fallout is expected over the
     Atlantic  side of Route  25,  no values are listed for the Atlantic side  of Route 25.
(k)  This quantity is the value used for both the Atlantic and Pacific sides of Route 17.
(1)  This quantity is the value used for the Pacific side of Route 17.

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                                                             213
 A MODEL TO ASSESS  POPULATION  INHALATION EXPOSURE

FROM A TRANSURANIUM ELEMENT  CONTAMINATED LAND AREA
              Christopher  Nelson  (1)

                 Robert Davis  (2)

                  Ted Fowler (2)
                    June 1978
       U.S. Environmental Protection Agency
           Office of Radiation Programs
       (1)  Environmental Analysis  Division
       (2)  Criteria and Standards  Division
             Washington, D.C.   20460

-------
                                                                       214
                                CONTENTS
                                                             Page

Introduction	    1

Summary and Conclusions	    2

General Model Description	    ^

Dispersion Equation	    6

Calculation of Air Concentration Resulting From Resuspen-
sion of Material at Source and Subsequent Population
Inhalation Exposure	    9

Discussion on the Derivation of the Air Concentrations
X,, X', .... X , Resulting from the Secondary Resuspension
                                                              1 /
of Contaminated Material	

Calculation of Air Concentration X, Resulting from the
First Secondary Resuspension of Contaminated                  , ,-
Material	    13

Calculation of the Population Inhalation Exposure PE^(r,t)
Resulting from Air Concentration X-(r,t)	   20

Calculation of the Total Infinite Population Exposure
PET(»,»)	     21

Environmental Dose Commitment	   24

Parameter Selection	   27

Resul ts	   29


Appendix   I:  Derivation of X/Q vs Distance Relationship
               for a Ground Level Release	   48

Appendix  II:  Solutions to Selected Integrals and
               Differential Equations	   55

Appendix III:  Summary of Equations	   60

References	   65

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                                                                        215
Introduction




     Land areas contaminated with radioactive material will cause




radiation exposure when the material is resuspended from the ground




and dispersed by wind action to populated areas where it is inhaled or




ingested.  To assess the overall impact of such a contaminated area on




the surrounding population, requires a summing of all individual doses




over the entire time the material is capable of exposing the popula-




tion; this is the environmental dose commitment.




     A model is proposed that estimates the population inhalation




exposure, as a function of time and distance, that results from a




single source of radioactive contamination.  This permits the estima-




tion of the environment dose commitment from the inhalation pathway.




Population inhalation exposure, as used in this report is the




integrated air concentration multiplied by the number of persons




exposed to this concentration, and has units of person Ciyr/m .  A




method is described to convert population inhalation exposure to an




environment dose commitment, which then may be used to estimate the




number of potential health effects.




     The model calculates the air concentration resulting from the




resuspension and dispersion of material located at the source and away




from the source.  These air concentrations are then integrated over




time and area and multiplied by a population density to get the




population inhalation exposure.

-------
                                                                        216
     The model provides a basis for determining the importance of




specific physical parameters and how changes in these parameters




affect the population inhalation exposure.  Its use is intended only




to scope the magnitude of radiological impact on the surrounding popu-




lation from a land area contaminated with radioactive material.  The




model is generic and is not directly applicable to a specific site




because of the use of many simplifying assumptions.




Summary and Conclusions




     A model is proposed for use in estimating the population




inhalation exposure in the environs of an area contaminated with




radioactive material.  One use of this model is that the user can




determine by sensitivity analysis, which parameters greatly affect the




population inhalation exposure.  Several simplifying assumptions were




used in the model, such as uniform meteorology, uniform population




density, point source approximation of an area source, constant depo-




sition velocity, and constant resuspension rate and soil sink transfer




rate.  Also atmospheric dispersion versus distance is represented by a




power function and a source depletion model is employed.  These




assumptions place strict limitations on the use of this model to




specific sites.




     To illustrate the i^se of the model, sample calculations were




performed using selected parameter values.  A comparison is made of




two sets of parameter; which differ only in the value of the resuspen-




sion rate, selected to represent typically observed initial and

-------
                                                                         217
equilibrium rates.  This, in effect, brackets the population




inhalation exposure which would have been derived if the model  used  a




time-dependent resuspension rate.  The sample calculations use  a  1




Curie Pu-239 source term as a reference level.




     The following is a summary of the important results obtained for




the sample calculation performed in this report.  The use of parameter




values, other than the ones used in this report, can result in  differ-




ent conclusions.




     1.  A high resuspension rate results in a greater population




inhalation exposure than a low resuspension rate.




     2.  When a high resuspension rate exists, the population




inhalation exposure is much greater from the secondary resuspension of




contaminated material located away from the source, than the exposure




from the initial resuspension of material located at the source.




     3.  For a low resuspension rate, the population inhalation expo-




sure from the initial resuspension of contaminated material located at




the source is much greater than the exposure from the secondary




resuspension of material located away from the source.




     4.  For a high resuspension rate, most of the population inhala-




tion exposure is delivered within the first year after a contaminating




event, while for a low resuspension rate it takes 100 years for most




of the exposure to be delivered.




     5.  The distance from the source within which most of the




population inhalation exposure is delivered is dependent on deposition

-------
                                                                        218
velocity.  For a doubling of the deposition velocity the distance



within which most of the exposure occurs decreases by more than



sixty-five per cent.



General Model Description



     Figure 1 depicts the events considered in this model.  The  source



is assumed to consist of a single radionuclide with an initial activ-



ity of 1 Curie.  The contaminating event is assumed to occur as  a



ground level release, thus there is no initial airborne plume of



material to consider.  Contaminated material at the source is resus-



pended and dispersed resulting in an air concentration, X-.  Some



fraction of this airborne contamination deposits on the ground,  which



also resuspends resulting in an air concentration X..  Material  from



air concentration X. partially deposits on the ground, and



resuspends resulting in air concentration X_ and so on.  Resus-



pension of contaminated material at the source will be called initial



resuspension.  Resuspension of material located outside the original



source will be called secondary resuspension.



     The model calculates, as a function of time and distance from the



source, air concentrations, X0 and X., and the respective



population inhalation exposures, PE~ and PE,.  The total popula-



tion inhalation exposure, 2PE^, due to the sum of air concentrations,



2X , is also calculated.
   n


     For sources consisting of several radionuclides, the population



inhalation exposure is calculated separately for each radionuclide and



multiplied by its activity and summed.

-------
                                                                          219
                                  DEPOSITION
   RESUSPENSION
V 1
I
r
I
1 i
MM

>

r
4
^

1
1

>
r

k

J
1
1


1 1
1 I
* 4


1
1
I •


M M M
i * t r j j
t * + + v +




I*
:
—*
*o
X,

x2

*n
        POINT SOURCE
                                 FIGURE  1
where:
          Q = activity  of  point  source (Ci)

          r = distance  from point source to  receptor (m)

         Xn = air  concentration  at distance  r and time t resulting from
                                                               Ci
              dispersion of resuspended material from source (~~T)
                                                               m

         X  = air  concentration  at distance  r and time t resulting resu-
                                                   ,Ci,
               spension of  material on ground at r (~~o")
                                                    m
         X   =  air  concentration at distance r and time t resulting from
               resuspension of material deposited on ground from X _.

               (— )
               m

  X_ =  £ X  ' =  the  air concentration at distance r and time t due to sum
                                                      Ci
               of initial and secondary resuspension (~o)
                                                      m

        PE-  =  population inhalation exposure due to air concentration

               X_ (person -- -• - sec)
                           m
        PE1  -  population inhalation exposure due to air concentration
               v  /          Ci      %
               X.. (person - — r - sec)
                           m
        PE^  =  population inhalation exposure due to air concentration
               v  /          Ci      ,
               X  (person -- «• - sec)

                           m                                  ci
?£„, = £ PE   =  total  population inhalation exposure (person -- «• - sec)
                                                              m

-------
                                                                        220
     Resuspension of contaminated material is the only physical




process used to describe the movement of contaminated material from




the soil to the air.  Selected resuspension rates are assumed to be




constant with time and distance.




     The model was prompted by the recent concern about transuranium




element soil contamination around several nuclear facilities in the




United States.  In general, only relatively small areas are involved,




with population centers being fairly distant from the contamination




(>1 km).  Where larger areas were intially contaminated, the popula-




tion centers are much farther away.  Since the model's main purpose is




to assess the total radiological impact over large areas, the area




source is approximated by a point source.  Where there is a small or




no population near the source the point source approximation is




satisfactory, considering the overall accuracy of the model.




Dispersion Equation




     The air concentration of a radionuclide at a distance r from a




continuous ground level point source is found by calculating the




atmospheric dilution factor using a Gaussian diffusion equation which




is a function of wind speed, Pasquill stability category (determines




horizontal and vertical diffusion coefficients), and elevation of




receptor.




     If the source rate term, Q, is known, the air concentration is:
                            X -  (-)Q                      (l)

-------
                                                                        22!
     where      X = air concentration at distance r (Ci/m )


              X/Q = atmospheric dilution factor at distance r (s/m )


                Q = source rate (Ci/s)
     Another method of determining the air concentration downwind from


a source is from an equation for X/Q which is only a function of


distance.  The former Atomic Energy Commission has presented data on


atmospheric dilution factors versus distance for a ground-level


release for 17 nuclear power sites situated near rivers, lakes, and


seacoasts.  An equation which relates X/Q as a function distance can


be empirically derived from this data (see Appendix l).  This


relationship is:
            f(r)  - (f>r  ~£                                      (2)
            Q       Q  n   n


    where     r  = normalizing distance  (m)



           (7)   = value of X/Q at  r  = rn (s/m3)
            Q  n


              -£  = slope of X/Q vs  r  on  log-log plot


               r  = distance from source  to receptor  (m)
     Equation (2) is valid only for those distances where data exist


for X/Q.  It also not account for depletion of material as plume  is


dispersed.  The deposition of material on the ground can be accounted

-------
                                                                        222
for in two ways, either by considering depletion of material from the



plume as it is dispersed, or by depletion of the source rate term Q.



Both methods yield the same result.  A depletion correction factor



based on depletion of the source term is (see Appendix I):





             *d

            3-  =  exp  [-(—)]                                     (3)

            Q            rd


           • d  •
   where    Q /Q  =  depletion  correction factor



            Q   =  depleted source rate (Ci/s)
                                         (2-£)r  *  2-1

            r  = depletion distance =  [ - - — ]     (m)
                                                 n
            v
-------
                                                                        223
Calculation of Air Concentration Resulting  from Resuspension  of

Material at Source and Subsequent Population  Inhalation Exposure
     Three loss mechanisms involved with the depletion of  the point



source activity are considered in this model.  These are:   resuspen-



sion of contamination from the ground, transfer of



contaminated material from the soil surface to a soil sink, and radio-



logical decay.  Each loss mechanism is represented as an exponential



decay with a specific decay constant and each is assumed to be



independent of time.  Thus the variation of the point source activity



with time is:
            Q(t)  = Q exp(-Att)                                        (5)




   where    Q(t)  = activity of  point  source at  time t  (Ci)



               Q  = initial activity of point source (Ci)



               t  = time (s)



              A  = total decay  constant = X  +  X   + A,  (s   )
               *•                            L   O    Q


              A  = resuspension rate  (s  )



              A  = transfer rate of contaminated material from

               8                                _1

                   soil surface to  soil sink (s )



              A,  = radiological decay constant  (s   )

-------
                                                                        224
     Equation (5) assumes there is no addition of contaminated


material to point source thru time.  The quantity of the source activ-


ity, Q(t), which may potentially result in an inhalation exposure to


an individual is that amount being resuspended, which is:
           Q(t) - XrQ(t)


                = XrQ exp(-Att)                                     (6)

           •
  where    Q(t) = rate at which' the source activity is
                  being resuspended and available for
                  dispersion (Ci/s)
     The air concentration, XQ, of a radionuclide at a distance r


from the source and at time t is the product of the atmospheric dilu-


tion factor and the source emission rate, that is:
                                Yd
                                                                    (7)
Substituting equations (4) and (6) into equation (7):
    xj(rft)  = X-Q&r (f-)"1 «P[-(f->  "  ]  exp[-A  t]                  (8)
     u         r  Q  n  n           d



     where X_ (r,t) = the air concentration of a radionuclide at


                      a distance r from the source and at time t


                      taking into account depletion of the plume.


                      The subscript 0 denotes the air concentration
                                   10

-------
                                                                        225
                      due to dispersion of contaminated material

                      from the point source.

     Using polar coordinates, (r,6), the differential population

inhalation exposure, dPE~, in area dA at a radial distance r + dr

from the point source and at an angle   from a reference radial  line

is the product of the air concentration XQ and population

density p in area dA during the time dt.
                        dPEQ = XQ pdtdA                           (9)
     The total population inhalation exposure in area A and at time  t

is obtained by integrating equation (9) over area and time.'
                              At,
                        PEQ = / / XJj pdtdA                      (10)
where

     dA = rdrd0  (see Fig. 2)

      p - population density

    PEQ = population inhalation exposure due to contaminated

          material resuspended from the source

From Fig. 2, dA = rdrd6 , substituting into equation (10)
                               27r  fc2 r2
                   PE0(r,t) =  /   /  /   pXJjrdrdtdG                (11)
                               v   v-* JL •*
                                   1)

-------
                               FIGURE 2
                                                                       226
     Assuming symmetry about the  point  source  and  uniform population

density:
                 PEQ(r,t) = 2irp
                                 l rl
Xjj rdrdt
                                                                  (12)
                                    d .
     Substituting equation (8) for XQ into equation  (12)
PEn(r,t) =
  u
               r  Q  n
                              (— )   exp[-(— )
                                n           d
      exp[-Att]drdt
                                                                  (13)
                                   12

-------
                                                                        227
     Integrating over time and distance and  simplifying  gives:   (see

Appendix II for complete integration  steps):
      PE0(r,t)
                             -exp(-Xtt2)]
     Evaluating equation  (13) over the  following  limits,  r, =  0,

     °° and t  = 0, t  ~ M , gives:
                        PEn(»,-) =   (~-)                          (15)
                          u         d  t
       PE^C00,00) is referred to as  the infinite population  inhalation

exposure.  Integration over infinity is performed for mathematical

convenience and represents a plateau for the population  inhalation

exposure.  The plateau exposure  is actually reached in a relatively

short time and distance depending  on the values of parameters used.

Equation  (14) can be evaluated over various times and distances  to

determine when and where the plateau exposure is achieved.
                                   13

-------
                                                                        228
Discussion on the Derivation of the Air Concentrations X. ,



X0	X , Resulting from the Secondary Resuspension of
 /        n                             1



Contaminated Material



     Calculation of the air concentrations, X1, X«  .... X  ,



due to the secondary resuspension of contaminated material requires  a



prior determination of a soil surface concentration equation.   The



material in XQ deposits at a rate equal to w. = V.XQ,



where V, is the surface specific deposition velocity.  This



deposited material results in a soil surface concentration denoted



as fi.. .  The material that is a part of fi. resuspends to give an



air concentration X .  The material X.. , as it is dispersed,



deposits on the ground at a rate equal to u>_ = V.X.. .  This



deposited material is a source term which results in a soil surface



concentration denoted as ft-.  The material that is a part of 12-



resuspends to give an air concentration X_.  The air concentra-



tions X_ .... X  are similarly derived.  The total soil



surface concentration at any point r from the original source  is equal



to the sum of the soil surface concentrations, ft.,ft_ .... ft  .



Note that ft  is decreased by radiological decay and transfer to a



soil sink.  The actual air concentration at any point r is equal to



the sum of air concentrations, Xn, X, .... X .  This
                                u   l       n


model does not calculate the actual soil and air concentrations at any



point r.  Only the soil surface concentration fl, and the air



concentrations XQ and X. are calculated.  The result for the

-------
                                                                        229
air concentration X« is shown but is not calculated  in  this




report.  The population inhalation exposures PE~, resulting  from




XQ, PE , resulting from X , and PE  (»,») resulting  from




 SX  are calculated.
   n



Calculation of Air Concentration X  Resulting from the  First Secondary




Resuspension of Contaminated Material




     X.(r,t) represents the air concentration at distance r and



time t resulting from the first secondary resuspension  of contaminated




material.  The material which is resuspended is that deposited from




air concentration XQ.  This deposited material is represented by



the soil surface concentration fi-.  Determining X1 requires




calculation of the soil surface concentration,fi., as a function of



time and distance.




     The soil surface concentration, fl,, at distance r  and time t is



increased by the deposition of contaminated material from Xn; it



is decreased by resuspension of the deposited contamination, by trans-



fer of the contaminated material from the soil surface  to a soil sink,




and by radiological decay.  The importance of each loss mechanism



depends largely on the value of its decay constant.




     The deposition rate of contaminated material from air concen-



tration X~ to the soil surface is:

-------
                                                                        230
     The rate of change with time and distance of the soil surface



concentration, fl ., can be expressed as:
                                                                   (17)
              decrease in soil      increase in soil

            surface concentration  surface concentration
The total decay constant, X , is equal to X  + A  + X,.
                           t               IT    S    Q


     Since we are interested in the air concentration which results



from a soil concentration at a distance r, equation (17) is changed



from a partial differential equation to an ordinary differential



equation by holding r constant and solving equation (17) with respect



to time.  The solution may be found in Appendix II.  The result is:
  n-(r,t) = V 0$r £-> * exPt-(f-)~£l texp[-A t]             (18)

   1         a r  Q  n  n           d
     The time when the maximum soil surface concentration is reached



can be calculated by setting the first time derivative of equation



(18) equal to zero and solving for time t-
                                      2-£(-X t)-X texp(-A t)]

                                                              c
                  Q  n  n
    Let A = VdArQ&  (^-)~£ e*p[-(f-)2-£]

                  Q  n  n           d
 then:



                    —~	 [A-AXtt][exp(-Xtt)]                 (19)






                                   16

-------
                                                                         231
     Setting equation (19) equal to zero and solving  for  t,  the


maximum soil surface concentration, fl,. , is reached when:
                              = i_                                 (20)
                          max   ^t
     Now that the soil surface concentration as a  function of  time  and


distance is known, the air concentration, X. can be calculated.


     To calculate X.(r,t), the source rate, which  is equal to


X  fi.A, is multiplied by  the depleted atmospheric  dilution


equation X /Q  and integrated over area and time.  In general


terms this is:
                                                                   (21)
     Equation  (4) shows  that X /Q  is a function of distance r and


equation  (18)  shows  that QI is a function of distance r.  When these


terms are multiplied the result becomes very difficult to integrate


explicitly.  The following section presents a method by which the


integration of X (r,t) becomes simplified.


     Consider  a disk of  radius R uniformly contaminated with a soil

                              2
surface concentration ft. (Ci/m ) located at a distance r from the


original  source.  See Figure 3.  The source rate Q from this disk  is


the product of the soil concentration, 12., resuspension rate, X  ,
                                   17

-------
                                                                        232
                                        POLAR COORDINATES
                           FIGURE  3
and the area, A, of the disk.  The incremental source rate in area dA




is:
                       dQ
                                                                   (22)
     The air concentration, X,, at the center of this disk is  the




area integral of the source rate times the depleted atmospheric dilu-




tion factor, X /Q , given in equation (4).  Remember fl. is now




assumed to be constant.
    2ir R      ...




1   0  0  r 1 Q rn rn
                                                                    (23)
     Symmetry is assumed, thus the integral for d9  is equal  to  2n.




Integration over distance r was performed earlier in a  similar
                                   18

-------
                                                                        233
calculation and the solution may be found in Appendix II, part A.  The




result is:







                  X? = =*-i. [l-exp(- f-)2~*]                       (24)

                        d             d
     For a disk radius R > r,, the depletion distance, the term


      R  2—a
exp[-(—)   ]approaches zero, thus the air concentration becomes:

      rd



                             ,   An..

                           x =    ^                              (25)
     Equation (25) gives the air concentration at the center of a disc




which  is uniformly contaminated.  Equation (18) gives the variation of




the soil surface concentration fi  with time and distance.,  Substi-




tuting equation (18) for fl, in equation (25) gives:
       X?(r,t)  =  A2  Q(f)   (f-)~*  exp[-(f-)2~£]  texp[-A.t]           (26)

                  r    Q rn rn           d              C
     The validity of the uniformly contaminated disk assumption may be




examined by looking atfi..(r,t) plotted as a function of distance




(equation 18).  The soil surface concentration, n.(r,t) is an



exponential function of distance r.  This says that for points close




to the source the soil surface concentration drops rapidly with




distance and for points far from the source fi1(r,t) decreases less



rapidly.  The uniformly contaminated disk assumption becomes more
                                   19

-------
                                                                        234
valid the further one gets from the source.  The model is mainly

interested in the total population inhalation exposure and not  so much

with the variation of exposure with distance from the source.   Any

overestimate and underestimate with distance of the air concentration

is averaged out because of the uniform population density assumption.

Calculation of the Population Inhalation Exposure, PE-(r,t)

Resulting from Air Concentration X..(r,t)

     The population inhalation exposure, PE., due to air concen-

tration X, is derived the same way PEn was calculated.  That is:
                          2ir  2 r2    .
                PE1(r,t)=/  /  /  pX,rdrdtd6                     (27)
                           0  t, r,   X
     Assuming symmetry and uniform population density,
                PE1(r,t) = 27rp / -/  xjrdrdt                      (28)
     Substituting equation (26) for X. in equation (28);
                  r  Or   ^   -f  r(7~)    exp[-(J-)2  £J  .             (2g)
                     Q  n  tx  ^     d           rd


             texp[-Xtt]drdt
                                   20

-------
                                                                        235
     Integrating over time and distance and simplifying  gives:   (see

Appendix II for complete integration steps).
PE1(r,t) =
             d         d

             X t  + 1
                                                                   (30)
                                            At  + 1
                                           (~~ - )exp(-Att2)]
                                              Xt
     Evaluating equation  (30) for r, = 0, r, =  °°  and  t, = 0,
t_ = 0° gives:
                             A   2
               PE1 (»,»)  = **(•£•)
                 -1        V
                                  d  t
                                                                   (31)
Calculation of the Total Infinite Population Inhalation Exposure

PET(»,»)

     Previous sections have calculated the population inhalation

exposures due to the initial resuspension of material at the point

source and from the first secondary resuspension of material at

distance r that originated from the point source, i.e., PE0 and

PE,.  The material at distance r which deposited from air concen-

tration X, is also available for resuspension and results in air

concentration X    The material associated with X^ is
                                   21

-------
                                                                        236
dispersed and deposited, and re suspends  as  X-  and  so on.   For

each of the air concentrations X  , there  is  an associated popula-
                                n
tion inhalation exposure, PE .  The summation  of all the  population

inhalation exposures, 2 PE  , gives the total population inhalation
                          n
exposure, PE .

     A simple expression for the  total infinite population inhalation

exposure, PE   C00,00)  can be derived.  Equations (16) and  (31) for

PEQ C00,00)  and PE, C00,")   respectively show  that PE.. (°°,°°)
                                         A
differs from PEn («,°°)   by a factor of   - —   ,  i.e.:
               0                         X
                         A                       A  2
          PE0(«,co) = £&(_£)       PEl(»,-) = *&(-£)
                      d  t                    d  t


     The air concentration X_, is derived by  the same  method as

X  was determined except fl. becomes O* an<* the  deposition

rate becomes «„ = V ,X, .  The infinite population inhalation

exposure, PE- (m,°°~) is the integral of the air concentration

X9(r,t) multiplied by the population density.   The result is:
                      PE2(-f.) =f()                             (32)
                                  d  t


     Each air concentration, X  , results  in  an  infinite

population inhalation exposure, PE  , which differs  from the previous
                                 A
exposure, PE  ,, by a factor of  ~-   .  Therefore  the  total infinite
                                 A
population inhalation exposure  is:
                                    22

-------
                                                                        237
     PE,,
      F  f« 00} = &(-±) + P^r—1  + £S(-JL}'  +    + P3(_Z)
      V '  '   V/X/+V/X;    V/A/   +"--+V/X/
                 d   t      d   t      d   t            d  t
                i   fia^                                        (33)
                j=l  d   t
     Equation (33) is a geometric series, which stated in a more



general form is:
                    n      .     m,..  n-l+itK                         ....
                    Z   arJ = ar  (1-r      )                         (34)

                                  1-r
                    J=m
     When r
-------
                                                                        238
Environmental Dose Commitment




     Environmental dose commitment is defined as "the sum of all doses




to individuals over the entire time period the material persists in



the environment in a state available for interaction with humans" and




has units of person-rem.  "It is calculated for a specific release at



a specific time and is obtained by summing the person-rem delivered in




each of the years following release to the environment until dose




increments are inconsequential by other means" (l).



     The environmental dose commitment resulting from the inhalation



pathway in this model is calculated by multiplying the total infinite



population inhalation exposure by an annual breathing rate and a dose




conversion factor, i.e.:








     Environmental Dose Commitment (person-rem) =                  (37)





Total Infinite Population Inhalation Exposure (person - —=• - yr) x




                m3
Breathing Rate (—) x Dose Conversion Factor (——r)







     The total infinite population inhalation exposure, designated as




PE-O^j00), is directly obtained by integrating over all distance and




time, the air concentration X (r,t) multiplied by the population



density, P .  The annual breathing rate gives the total volume of air



inhaled by a person in one year.  The dose conversion factor converts




the activity of a radionuclide inhaled into a dose, and is dependent



on many parameters, such as organ of interest, radionuclide inhaled,
                                   24

-------
                                                                        239
activity mean aerodynamic diameter (AMAD) of particles inhaled, and




biological residence time in organ.




     The environmental dose commitment can also be calculated  for a




period of time less than that stated in equation (37).  For example, a




100 year environmental dose commitment is determined by calculating




the population inhalation exposure committed over a 100 year period




and substituting this value for the total infinite population  inha-




lation exposure in equation (37).




     The environmental dose commitment may be used to calculate the




cumulative potential health effects that result from a release of




radioactive material into the environment by multiplying the environ-




mental dose commitment for each organ by a dose-risk conversion




factor.  Dose-risk conversion factors are derived for somatic  and




genetic risk, and are dependent on the organ of interest, radio-




nuclide, and age category of person, usually child or adult.




     The following sample calculation illustrates the conversion of




population inhalation exposure to an environmental dose commitment.




The calculation will determine the environmental dose commitment for




the pulmonary region of the lung as the result of inhaling Pu-239




particles.  The pulmonary region of the lung is considered the organ




at greatest risk for the inhalation of Pu-239 particles.




     Equation (37) requires data for 3 parameters to calculate the




environmental dose commitment, the total infinite population inha-




lation exposure, the annual breathing rate of a person, and a  dose
                                   25

-------
                                                                        240






conversion factor.  From Table 2, the total infinite population



inhalation exposure for parameter set #1 (see Table 1), is 8.5x10



person-Ci yr/m .  The annual breathing rate is assumed to be that of


                                   3

standard man and is equal to 8395 m /yr (2).



     The dose conversion factor (DCF) is calculated using the



following equation:







                   ET fa

   DCF = 7.38xlO"2 —£—   „. ?"*   .                             (38)
                     m    pui inhaled

where:



          E = effective energy of disintegrations MeV/dis



         T  = effective half-life of radionuclide in organ days
          i_i


         f  = fraction of inhaled particles reaching organ
          cl


          m = mass of organ grams



The effective energy of Pu-239 disintegrations is 5.15 MeV/dis (3).



The effective half-life of Pu-239 in the lung is equal to the bio-



logical half-life since the radiological half-life of Pu-239 is so



long.  Thus the effective half-life of Pu-239 in the lung is 300.4



days assuming the Pu-239 particles to be a class Y compound (4).  The



fraction of Pu-239 particles inhaled reaching the pulmonary region of



lung is .23, assuming the Pu-239 particles have an AMAD of 1 micron



(5).  The mass of the pulmonary region of the lung is 570 grams (2).



Substituting these parameter values into equation (38) gives:
                           570         pCi inhaled
                                   26

-------
                                                                        241
    DCF = .046         ,  .  = 4.6xl07    rad
               pCi inhaled      '      Ci  inhaled
If a quality factor of 20 is assumed (9), the dose conversion  factor


              Q

becomes 9.2x10  rem/Ci inhaled.  From equation  (37), the environ-




mental dose commitment is:
    EDC = (8.5xlO~U person - -^ - yr)(8395 2-)(9.3xl08     .Tfm    )
                     r         3   J        yr          Ci  inhaled
yr
    EDC = 656 person-rem
     Equation (38) is applicable only for an acute  intake of



radioactive material.  This calculation assumed  that the exposure,



?£„(«>,°°), occurs as the of an acute  intake.  Figure  5 shows  for



parameter set #1 that PE  (°°,°°)  is reached within one year.  If  the



total infinite population inhalation exposure  is committed  over a



period of greater than one year, the acute  intake assumption  is not



valid and the dose conversion factor must be derived for a  continous



intake situation.



     The use of the phrase "infinite dose"  is used in  the  same



context as "infinite exposure"  whose meaning is  explained on  page (13).



Parameter Selection



     Table 1 presents the values of parameters selected to  illustrate



exposure calculations using the model.  Parameter values selected are
                                   27

-------
                            Table 1
             Parameter Values Used To Illustrate Model
                                                                    2*2
    Set //I
    Set //2
Xr = 10
X  = l.OlxlCf7  s'1
       L
                                   &_.
 r
Xt = l.OlxlO'9  s'1





CX1
Q


X
s
Ad
Vd
Q
r
n

1km
a
rd
P
= 10-9 s-1
= 10-12 a'1
= 0.01-
s
= 1 Ci
= 1000 m
= 2.5xlO~6 ^j
m
= 1.43
= 9595 m
0 -, , _-5 persons
— L . /XXU 	 ^ 	
m

-------
                                                                        2*3
intended to correspond to typically observed values  in  the  field,  but




are not indicative of any particular site.  Two  calculations  are made




differing only in the value of the resuspension  rate, X  • and




therefore the total decay constant, X  •  The high resuspension  rate




represents an area recently contaminated or an area  being mechanically




disturbed, while the low resuspension  rate represents a  typical aged




source.  Current data indicates that the resuspension rate  is a




function of time, but this model does  not take into  account the time




dependence of the resuspension rate; it is assumed that  the resuspen-




sion rate remains constant throughout  time and also  distance.




     The model also depends on values  chosen for the transfer rate of




contamination from soil surface to the soil sink, population  density,




deposition velocity, half-life of the  radionuclide of interest, and




the source strength.  The transfer rate from the soil surface to the




soil sink was taken from the report ORNL-4992 (6), while the  popu-




lation density used is that of the continental United States  during




1970.  Deposition velocity is a complex parameter dependent on  the




meteorology of the site, and particle-soil surface aerodynamic




properties (7).  The value selected for the deposition velocity is one




typically found in the field and is assumed to be constant with time




and distance.




     Since this model is addressed to  transuranium element




contamination, in particular Pu-239, radiological decay will  generally




not be of any consequence in calculating population  inhalation expo-




sure.  The source strength is arbitrarily taken  to be 1 Ci of Pu-239.






                                   28

-------
                                                                        244
For source activities greater or  less than  1 Ci and  for  different



radionuclides, the population inhalation exposure  calculated  for each



radionuclide are multiplied by their respective activities  and  summed



to get the total population inhalation exposure.   The  specific  para-



meter values of the dispersion equation used in this model  are



discussed further in Appendix I.



Results



     Table 2 gives the population inhalation exposure, PE^00,00) ,



integrated over distance, r = 0-»°°, and time, t = Q-*00.   When  the



resuspension rate is high (10   s  ), the exposure PE. from the



first secondary resuspension is almost equal to the  exposure,  P£Q



from the initial resuspension.  The sum of  PEQ and PE» is a factor



of 51 lower than the total exposure indicating that  subsequent



resuspension after the first secondary resuspension  is a significant



contributor to the total infinite population inhalation  exposure for



the high resuspension rate.



     For the low resuspension rate (10    s  ) the exposure PE-.



from the initial resuspension is  a factor of 100 higher  than  the



exposure, PE., from the first secondary resuspension.  The  sum of



PE_ and PE, is just about equal to the total exposure  indicating



that secondary resuspension is not much of  a contributor to the total



infinite population inhalation exposure for the low  resuspension rate.



     The total infinite population inhalation exposure,  PE^O30,00),




is a factor of 10  higher for the resuspension rate  of 10"' s~*



                                          -11  -1
as compared to the resuspension rate of 10    s   , with  all other
                                   29

-------
parameters equal.  If a time dependent  resuspension  rate  was  used in




this model instead of a constant  resuspension  rate,  the  total infinite




population inhalation exposure would be expected  to  lie between  the




exposures resulting from  the resuspension  rates of 10   s  and




10    s   , assuming these are the  initial  and  final  resuspension




rates.




     Table 3 presents the population inhalation exposure  as a function




of time integrated over the distance r=0->«.   The high resuspension




rate results in most of the population  inhalation exposure being




delivered within the first year after a contaminating event,  while for




the low resuspension it takes 100  years after  a contaminating event




for most  of the population inhalation exposure to be delivered.




Figure 4  is a plot of the values  in Table  3.




     Table 4 gives the distance within  which the  fraction X of the




total infinite population inhalation exposure  is  delivered for various




deposition velocities.  Even though the total  infinite population




inhalation exposure is obtained by integrating over  infinite  distance,




95% of the exposure is delivered,  for example, within 66  kilometers




for a deposition velocity of 0.01 m/s.  Doubling  the deposition




velocity  decreases the distance within  most of the infinite population




inhalation exposure occurs by more than sixty-five per cent.




     Tables 5 and 6 presents the air concentration as a function of




distance  at various times after a  contaminating event, taking into




account depletion.  For the high  resuspension  rate the air concen-




tration, X., resulting from the first secondary resuspension  is






                                   30

-------
                                                                       246
greater than the air concentration, X0, resulting from the




initial resuspension of the contaminated material.  Within 10 years




both air concentrations drop to very small levels.  For the low




resuspension rate the air concentration, X,., resulting from the




initial resuspension is much higher than the air concentration




resulting from the first secondary resuspension.  After 50 years both




air concentrations are still within a factor of 10 of the levels




occurring after one year.  Figures 5 and 6 are a plot of the values in




Tables 5 and 6.




     Tables 7 and 8 gives air concentration as a function of time at




various distances, taking into account depletion.   For the high




resuspension the air concentrations essentially drops to zero, while




for the low resuspension rate the air concentrations drop only by a




factor of 100 after 100 years.




     Table 9 gives the soil concentration fl. resulting from




deposition of material originating from source as a function of




distance, 1 year and 10 years after a contaminating event.  The high




resuspension rate has a 10 year soil concentration much lower than the




1 year soil concentration greater than the 1 year soil concentration.




See Figures 7 and 8.




     Tables 10 and 11 presents the soil concentration,fl1, as a




function of time at various distances.  The maximum soil concentration




is reached in 0.31 years for the high resuspension rate and in 31.43




years for the low resuspension rate.  See Figure 9.
                                   31

-------
                                Table 2
                Infinite* Population Inhalation Exposure
                                                                        247
PEO(-,»)
PET(»,»)
                Parameter Set #1    Parameter Set #2




                (person - Ci - y)   (person - Ci - y)
8.5x10
                          nr
                         -11
                   8.4x10
                         -11
8.6x10
                         -9
8.5x10
                          -13
                    8.4x10
                          -15
8.6x10
                          -13
*  Refers to integration over all distance and time,  95% of exposure




occurs within 66 km from source for both parameter sets and levels




stated above reached in ly and lOOy for parameter sets 1 and 2




respectively.
                                   32

-------
                                                                               2S8
                                      Table 3
        Accumulated Population Inhalation Exposure* As  A Function Of Time
                 Parameter Set #1
                                                     Parameter  Set  #2
              PE
                o
                                 PE
                                               PE
                                                     0
(y)   ,-          Ci     .   ,         Ci
     (person	  -  y)   (person	r
                                                       Ci
                  m
                                     m
y) (person	3 ~ y)
             m
                             PE,
                                                                  ,          Ci
                                                                  (person --
                                                                               -  y)
                                                                            m
 0.01
 0.1
 1
10
25
50
 100
 250
 500
1000
           2.7xlO
                 ~12
           2.3xlO
                 ~n
           S.lxK
                  11
           8.5X10
                 ""11
                              4.2xlO
                                    ~U
                              3.4xlO
                                    ~12
                              6.9xlO
                                    ~U
                              8.4xlO
                                    ~U
                                            2.7x10
                                            2.7x10
                                            2.7x10
                                            2.3x10
                                            4.7x10
                                            6.8x10
                                            8.1x10
                                            8.5x10
            .-14
                                                      -13
                                                      -13
                           4.3x10
                                                                       -22
                           4.2x10
                                                                       -20
                           4.2x10
-18
                           3.4x10
                                 -16
                                                                     1.6x10
                                                                     4.0x10
                                                                           -15
                                                                           -15
                                                                     6.9x10
                                                                           -15
                                                                     8.4x10
                                                                           -15
     PEQ(t)  =   (
               d  t
                           - Afct2)]
                 A  2
     PE1(t) = ^(~)  [l-(Att2+l)exp(
               d  t
^integrated over all distance.
                                          33

-------
                                                                           2*9
.s
u
c
UJ

-------
                                                               250
                           Table 4
Distance Within Which The Fraction X of Accumulated Exposure
X
.05
.10
.25
.35
.45
.50
.60
.75
.90
.92
.95
.98
.99
.999
.9999

Is Delivered

V =0.02 -*
d s
16
55
320
649
1,153
1,495
2,440
5,044
12,286
14,450
19,494
31,134
41,449
89,421
139,843
1
r n f -i \ I^""""A/
As A Function Of Vd
r2 (m)
V =0.01 -**
d s
52
185
1,078
2,190
3,891
5,044
8,231
17,018
41,449
48,751
65,768
105,038
139,841
284,817
471,799


V ,=0.005 -***
d s
177
625
3,638
7,387
13,128
17,017
27,767
57,413
139,833
164,469
221,877
354,359
471,771
960,868
1,591,675

r2 =
= 2,844m, £=1.43
= 9594m,  £=1.43    *** r   = 32,370m, £=1.43
                             35

-------
                                                                          251
                                  Table  5
Air Concentration* As A Function Of Distance-Parameter Set #1
r
(m)

1,000
10,000
20,000
30,000
40,000
50,000
60,000
70,000
80,000
90,000
100,000
xj(ly)
(%
m3
7.8xlO~15
1.4xlO"16
3.1xlO~17
1.2xlO~17
5.5xlO~18
3.0xlO~18
1.7xlO"18
l.lxlO'18
6.9xlO~19
— 1 Q
4.6x10
3.2xlO~19
xjJdOy)
<%
3
m
2.8xlO~27
_OQ
4.9x10 *
-29
1.1x10 *
4.2xlO-30
2.0xlO~~3°
l.OxlO'30
6.1xlO~31
3.8X10'31
2.4xlO~"31
1.6xlO~~31
l.lxlO'31
xjdy)
(%
v 3'
m
2.5xlO~14
4.4X10'16
9.8xlO~17
3.7xlO~17
1.7X10'17
9.4xlO~18
5.4xlO~18
3.4X10'18
2.2xlO~18
l.SxlO'18
l.OxlO'18
xj(10y)
(%
v y
m
8.8xlO~26
1.5xlO~27
3.5xlO~28
1.3xlO~28
-29
6.2x10
-29
3.3x10
-29
1.9x10
-29
1.2x10
7.7xlO-30
5.2X10'30
3.5X10'30
(T>r  (7-)
 Q n n
                                -(^-)   *]exp[-Att]
                                   d
                    2 £
     X?(r,t)  =  A    -K (f-) *exp[-(f-)    ]t exp[-X t]
      1        r   Q rn rn          d
*corrected  for deposition from plume
                                      36

-------
                                                                                     252
    10"
       15
.E

o
cc
t-
H
LU
o
z
o
o
cc
Q
LJU

I-
III
_l

0.
UJ

O
      i-16
    1C'
       17
     10
       •19
                                                     >t=1.01x


                                                     N{j=0.01m/i


                                                     Q-1 Ci
                  10,000    20,000    30,000    40,000    50,000    60,000    70,000


                                         DISTANCE (m)



                      AIR CONCENTRATION VS. DISTANCE - PARAMETER SET * t


                                           FIGURE 5
                                           37

-------
                                   Table 6
       Air Concentration* As A Function Of Distance-Parameter Set #2
                                                                            253
  r
 (m)
  1,000
 10,000
 20,000
 30,000
 40,000
 50,000
 60,000
 70,000
 80,000
 90,000
100,000
xjdy)
(~)
m
1.8xlO~17
3.2xlO~19
7.7xlO-20
2.7xlO-20
1.3xlO-2°
6.9xlO~21
4.0xlO~21
2.5xlO-21
d
(-3)
m
1.4xlO~17
2.4xlO~19
5.5xlO-20
2.1xlO-20
9.5xlO~21
5.2xlO~21
3.0xlO~21
1.9xlO~21
                                                  xj(ly)
1.6x10
1.1x10
7.4x10
r21
-21
-22
1.2x10
8.1x10
5.6x10
-21
-22
                                       m
3.9x10
6.8x10
1.5x10
5.8x10
2.7x10
1.5x10
8.5x10
5.2x10
3.4x10
2_.3xlO
1.6x10
                                -18
                                -20
                                -20
                                -21
                                -21
                                -21
                                I
                                -22
                                -22
                                -22
                                                    m
5.8x10
1.0x10
2.3x10
8.7x10
4.1x10
2.2x10
1.3x10
7.9x10
5.1x10
3.4x10
-21
-22
-23
-24
-24
-24
-24
-25
I
-25
-25
                                                                m
4.4x10
7.7x10
1.7x10
6.5x10
3.1x10
1.6x10
9.6x10
5.9x10
3.8x10
2.6x10
                                                                   ~2°
                                                                   -22
                                                                  ~24
                                                                  ~24
                                                                          m
6.1x10
1.1x10
2.4x10
9.1x10
9.3x10
2.3x10
1.3x10
8.3x10
5.3x10
3.6x10
-20
-21
-22
-23
-23
-23
-23
-24
-24
-24
                   Q  n  n
                   Q  n  n
*corrected for deposition from plume
                                       38

-------
                                                                                        254
CO
.E

o
 HI
 CJ
 H
 O
 CJ
 Q
 LU
 [-
 01
 _l
 0.
 LU
 Q
   0.01 m/$

Q-ICi

6 = 2.7 xlO"5 persons
            2
    10
    10'21 ..
     10"
        22
                 10,000     20,000    30,000    40,000    50,000    60,000    70.000


                                        DISTANCE (m)

                   AIR CONCENTRATION VS. DISTANCE - PARAMETER SET * 2

                                          FIGURE  6
                                              39

-------
                                                                          255
                                  Table 7
                  Air Concentration* As A Function Of Time
At Various Distances-Parameter Set #1

t
(y)
0.01
0.1
1
10
25
50
100
250
500
1000


r=l,000m
1.8xlO~13
l,4xlO~13
7.8xlO~15
2.8xlO~27
4.9xlO~48

-------
                                                                           256
                                  Table 8
                  Air Concentration* As A Function Of  Time
At Various Distances-Parameter Set #2
t
(y)
0.01
0.1
1
10
25
50
100
250
500
1000


r=l,000m
1
1
1
1
8
3
7
6
2
2
.9x10 17
.9xlO"~17
.8xlO-17
.4xlO"17
.exlO"18
.9xlO"18
.8xlO~19
.6xio"2:L
.3xlO-24
.8xlO"31
xdfe
V 3}
m
r=10,000m
3.3X10'19
3.3xlO"19
3.2xlO"19
2.4xlO"19
1.5xlO~19
6.8xlO~2°
l!4xlO-2°
-22
1.2x10
JfL
4.0x10 °
4.9xlO~33


r=20,000m
7 . 5x10
7.5x10
7 . 3x10
5.5x10
3.4x10
1.5x10
3.1x10
2.6x10
9.1x10
1.1x10
-20
-20
-20
-20
-20
-20
-21
-23
-27
-33


r=l,000m
6.
6.
5.
4.
6.
6.
2.
5.
3.
8.
OxlO~23
OxlO~
8xlO-21
4xlO-2°
7x10-2°
IxlO-20
5xlO-2°
2xlO-22
6xlO-25
8xlO-33

m
r=10,000m
1
1
1
7
1
1
4
9
6
1
.IxlO-24
.OxlO"23
.OxlO"22
7xlO"22
;2xio-21
.IxlO-21
.4xlO"22
.IxlO-24
.9xlO"27
.5xlO-33


r=20,000m
2
2
2
1
2
2
9
2
!
3
.4x10 25
.4xlO"24
.3xlO-23
.7xlO-22
-22
.7x10
-22
.4x10
.8xlO-23
.IxlO-24
4xlO"27
!5xlO-34
*corrected  for deposition from plume
                                       41

-------
                                                          257
                   Table 9
Soil Concentration As A function Of Distance
        Parameter Set #1
                                                    Parameter  Set  #2
   (m)

 1,000
10,000
20,000
30,000
40,000
50,000
60,000
70,000
80,000
                    J^UOy)
      m
  2.5x10
  4.4x10
  9.8x10
  3.7x10
  1.7x10
  9.4x10
  5.4x10
  3.4x10
  2.2x10
-9
-11
r12
-12
-12
-13
-13
-13
-13
                       m
8.8x10
1.5x10
3.5x10
1.3x10
6.2x10
3.3x10
1.9x10
1.2x10
7.7x10
-21
-22
-23
I
-23
-24
-24
-24
,-24
-25
                   ^(ly)
                    fCi.v
                     m
                      -12
                                                                  n1(ioy)
5.8x10
1.0x10
2.3x10
8.7x10
4.1x10
2.2x10
1.3x10
7.9x10
5.1x10
-13
-14
-15
-15
-15
-15
-16
-16
4.4x10
7.7x10
1.7x10
6.5x10
3.1x10
1.6x10
9.6x10
5 - 9x10
3.8x10
m
-11
I
-13
-13
-14
-14
-14
-15
-15
-15
           n  n
                                     -A  tj
                      42

-------
       -10
u

tc.
t-
z
111
u
o
u
10
  -11
                                                                                     258
      10
        -9 ..
                                                          PARAMETER SET *
                                                          Af« 10-7 s-1
                                                          VlO'V1
                                                          Xd=iO-12S'1(Pu-239»
                                                          A,' 1.01 x 10-7 S'1
                                                          vd =0.01 m/i
                                                          Q-1CI
                                                         S' 2.7 x 10''persom
                   10Y     < 10-21
       -13
                  10,000    20,000    30,000    40,000    50,000    60,000     70,000
                                           DISTANCE (m)
                     SOIL CONCENTRATION VS. DISTANCE - PARAMETER SET *  1
                                            FIGURE 7
                                           43

-------
                                                                                       259

-------
                                                                     260
                                Table 10
  0.01
  0.1
  0.2
  0.3
  0.4
  0.6
  0.8
  1
 10
 20
 50
100
500
1000
Soil Concentration As A Function Of Time
At Various
Distances-Parameter Set
//I
m
r=l,000m
5.8xlO"10
4.4xlO~9
6.3xlO~9
6.9xlO~9
6.7xlO~9
5.3xlO~9
3.7xlO~9
2.5xlO~9
8.8xlO~21

-------
                                                                      261
                                Table 11
 (y)
   0.01
   0.1
   1
  10
  20
  35
  40
  50
 100
 250
 500
1000
Soil Concentration As A Function
At Various
Distances-Parameter
Of Time
set n
V%
m
r=l,000m
6.0xlO~14
6.0xlO~13
5.8xlO~12
4.4xlO~1:L
6.3X10"11
6.9xlO~n
e.yxio"11
e.ixio"11
2.5X10"11
5.2xlO~13
3.6xlO~16
-23
8.8x10 J
r=10,000m
l.lxlO"15
l.OxlO"14
l.OxlO"13
7.7xlO~13
l.lxlO'12
1.2xlO~12
1.17xlO~12
l.lxlO~12
4.4xlO~13
9.2xlO~15
6.4xlO~18
1.5xlO~24
r=20,000m
1.2xlO~18
1.2xlO~17
1.2xlO~16
8.9xlO"16
1.3xlO~15
1.4xlO~15
1.36xlO~15
1.2xlO~15
5.0xlO~16
l.lxlO"17
7.4xlO~21
1.8xlO~27
       (max)  occurs at t
= 31.43y
                                   46

-------
                                                                                  282
CM
.£

c3
cs
z
o
LU
o
z
o
13
                PARAMETER SET * 2
                     10 "S"  (Pu-239)


                 -\t= 1.01 x 10 -9S-1


                     0.01


                  Q= 1 Ci
       10
          16
            .01
      1            10


       TIME (YEARS)


SOIL CONCENTRATION VS. TIME

        FIGURE  9
1000
                                            47

-------
                                                                         263
                               APPENDIX I


 Derivation Of X/Q Vs.  Distance Relationship For A Ground Level Release




     The former Atomic Energy Commission in its draft environmental


statement for Appendix I, 10 CFR 50, (8) presented data on average


annual atmospheric dilution factors, — , versus distance, r,  at a ground
                                     Q
level release height for 17 nuclear power reactor sites situated on


rivers, lakes, and seacoasts.  The data, plotted on a log-log graph,


showed a linear relationship between the atmospheric dilution factor  and


distance.  The general equation describing this line is:
             log y = mlog x + log b                              (1)


           - loggb = mlogex



           log(} =
              eb
                 y = bxm                                         (2)
where            m = slope of the line

                 b = value of y at X = 1

For a specific case:  (see Fig. 1)
                     brm                                         (3)
where

     X
     • = average annual atmospheric dilution factor

     r = distance

     m = slope


                                   48

-------
Fig. 1
         loge(X/Q)2
                                                                         264
                           Ioge(r1) loge(X/Q)1
                                     Ioge(r2) loge(X/Q)2
                              loge(r)
The slope of the line in Fig. 1 is:
     m =
   M-  lose(x/Q)2 "  Iose(x/Q):
   AX     Ioge(r2) -  Ioge(r1)
              loge{(X/Q)2/(X/Q)1>
          m
         loge{(X/Q)1/(X/Q)2}

            log (r^r,)
                                                                 (4)
 let       m = -£
      In equation  (3), b is calculated for distances other than r=l as

 follows.  Select  some arbitrary normalizing distance, r , and determine
 the corresponding X/Q value,  (X/Q)  , from Fig. 1.  At r=r  equation

 (3) becomes:
                             n
(X/Q)
                (b)
           n
                   n
                                    49

-------
                                                                          265
or   (b)   = (-)  r£                                              (5)
        r    v«'r  n
         n    Q  n




Substituting equation  (5) into equation  (3):
     A. / \    S&\   A* ™>
     T(r) =  (7)  r r


     Q       Q  n n
     7 =  (T)   
-------
                                                                          266
                         •d
The depleted source term Q  is derived as follows:



Assume the deposition rate, w(r) ,  at a distance r  to  be:





     
-------
Substituting into equation (8)  and  separating variables:
      Q      Q  n  n
Integrating over 0 to r and 0 to  2ir
     r ^A      Y      r 2ir      o
     /^=- *r V, / / r(^-)-£  drdG
     0  Q      Q  n a 0 0    n
     logeQ(r) - loge Q(0)  = -     d
                                     Q
     let Q(0) = Q

         Q(r) = Qd


                             2-£
                       Q  nrn
     let r  = t
                    Q  n


Therefore:
                2-fi,   Q  r   r
                       n  n
                                                                          267
                                    52

-------
                                                                         288
Substituting into equation (9)
         ,Q ,      ,1 .2-H 2-£
         <>--<-    r
and
     f- = exp[-(^-)2 £]                                          (10)
     Q           d
Substituting this into equation (8),  the depleted  X/Q equation

becomes:


     ~ (r) = &  (^)'£ expt-Cf-)2^]                           (11)
     Q         Q  n  n           d


In equation (10), r, represents a deposition distance,  when  r=r,,
•d
-^— has decreased by a factor of — or  37%.
Q                               e
     The AEC data presented in reference  (8)  can  be  used  to obtain an

expression for the undepleted X/Q as  given in equation (6).
     -(r) = (-)  (f-)
     Q       Q  n  n
     let r  = 1 km
          n
     — at 1 km varies from 2 to 3x10   —
     Q                                 m

       assume — at 1 km = 2.5x10   ^
                                   m
                                   53

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                                                                         269
     - at  160  km varies  from 1.5  to  2.1x10   -^r
     •                                         J
     0                                      m
              X                   ~9 s
       assume — at 160 km = 1.8x10   —_

              Q                      m
The slope of the line is:
     m = -St,
                     loge (160}
                log {2.5xlO~6/1.8xlO 9}


                     loge(160)
          a = 1.43
and (-), .   = 2.5x10 6 ~
     • 1 km             J
     Q                 m
Therefore:
     -(r) = 2.5x10 6 r"1'43                                      (12)
     This equation is the result of averaging the average annual



atmospheric dilution factors for rivers, lakes, and seacoasts sites.



It is valid only for those distances for which data was presented,



i.e., .1 km
-------
                                                                           270
                              Appendix II



      Solutions To Selected Integrals And Differential Equations






A.   Integration of Equation (13)





                            t2 T2     -H         2-SL

     PEQ(r,t) = 2TrpArQ(*)r  /  / r(-|-)  exp[-(^-)   Jexp[-AttJdrdt

                       Q  n t, r,   n          d




Integrating over r first:




     r2     -I         2-1      r2  !-«,          2-1

     / r(—)  exp[-(—)   ]dr = /  £—r exp[-(J-)   ]dr
         IT          t ,               ^X/       t i
     r..   n          d          r.. r           d
      1                          In
By substitution:


              2-H
     let u = r



        du =  (2-£)r1~i!'dr
                2-£
        U0 = rd
The new  limits  of  integration  are:



                2-1

               L

                2-1
ul = rl
        U2  =  r2
Therefore:




        2-£
                     du           -   -  -  -—        exp(
                          .
        2-£   r      (2-4)r            0      r    2-£)  r
       -,      n                            n         JL


                              2-t

          UQ   r     ,   u  ,,r2
        -^ -  t-exp(-  — )]

        r  £(2-Jl)         U0  r,   ^
        n                   1
                                      55

-------
                                                                          271
                    r.  2-1
        r  (2-5,)
         n
                                       r, 2-1

                                      (-±)
PEn(r,t) now becomes:
2-1
PEn(r,t)
  U
                  Qrn
          (-
           r
                                       2-H
                                                 (-
                                                  r
                                                       2-St,
                        n
                                                                exp(-A t)dt
                                                                      L
Integrating over t:
        exp(-A t)dt =
Also r, * =  [(
      d
               J -

               d Q rn
                                 27rV
                                       (-)

                                        Q rn
                                                         _

 Substituting in the time integration and the result of r ,   and




 simplfying gives:
               A         r  2—

PE(r,t) =  ^(^-Hexpt-^i)

             d  t         d
                                            2— Si
    Q
 B.    Solution to Equation  (17)
or
     This linear first order differential equation is solved, with



respect to time, by use of an integrating factor u(t), where:


                 t

     u(t) = exp[J p(x)dx]
                                     56

-------
                                                                         272
           l   t
and  y = •  .- . [ J u(s)p(s)ds + c]     c = constant
where y is the solution of y + p(t)y = g(t)
     l(r,t) = VdXg(r,t)

     substituting equation (8) for X_
                            -a         2-a
    u  (r,t) = VrQ(.}r (r~~}  exP[~^>
                    Q  n  n          d

Therefore:
                      -£         2-£
let A = V A Q£)  (^-)  exp[-(f-)   ]
              Q  n  n          d
     ^(r.t) + Atfi1(r,t) = A exp[-Xtt]


The integrating factor u(t) is:


                 t               t
     u(t) = exp[/ p(x)dx] = exp[/ Xfcdx


     u(t) = exp[Att]

and
                 ,     t
                    [/ u(s)g(s)ds + c]
                                                    2— a
               X fl (r,t) = VdArQ()r (-)
                                 Q  n  n          d
             = exp[-Att][J exp[AttJ(A exp[-Att]ds + c]

                          t
             = exp[-Xtt][/ Ads + cj
                                    57

-------
         ,t)  = Atexp[-Att]




             = 0 therefore  c = 0
     ^ (r,t)  = Atexp[-Xtt]     substituting for A





                             -Si         2-1

     fl^r.t)  = VrQ(-}r (|-)  exp[-(f-)   ]texp(-Att)

                     Q  n  n          d




C.   Integration of Equation (29)
                                                                          273
                       fc2 r2     -a
                                            2-a
PE. (r,l
                  -^

                  Q  n t. r.   n
                               -)  exp[-(f-)   ]texp[-A t]drdt
                              L          t-            L-
Integrating over r first and using result of part A in this Appendix
  2     -H         2-£

   r(-)  exp[-(-)   ]dr =
 rn   n
  1
                             r~'(2-Jl)
                              n
                                             ri
                                            (-
PE.. (r,t) now becomes:
                           2-X,
PE^r.t)
                                       rx 2-Jl
 r2  2-fc    2

C—)    ]  / texp(-Xfct)dt
Integrating time integral by parts:
     /udv = uv - Jvdu
                                    58

-------
 / texp(-Att)dt   let   u =  t    du =  exp[-Att]dt
                                    1
                      du = dt   v  =  — exp(-A  t)
 C2                              ,    .
                                 ,    .

   texp(-A t)dt = - f- exp(-X  t)   + —  / exp[-A t]dt
  h

  X  "t>L "t"lj   X
Combining terms:
 / texp(-Xtt)dt = (~


 tl                 t
                   X t  + 1              At  + 1

                  (~^4 - )exp(-Att1)  -  (-— - )exp(-Xtt2)


                     X                    A
                                                        2-a
Substituting in the time integration  and  the result of r.    and
                                                       d


simplifying gives:
                       r  2-A         r, 2-SL

PE (r,t) =
             d          d            rd
     X t  + 1               X  t  +  1
             )exp(-Xtt1)  -  (-- - )exp(-Xtt2)]
                                    59
                                                                        274

-------
                                                                         275
                              Appendix III





                         Summary of Equations
          XJj(r.t)  =  ArQ(^)r  (f-
          Xn(r,t)  = depleted air concentration at distance r and



                    time t resulting from dispersion of resuspended


                                          Ci
                    material from source (~~)

                                          m
(2)        X?(r,t) = A2 Q(V £-)  £ exp[-(^)2~*-]  texpf-A t]
           J-         r   _ L  *-            ^-j             L.
                         Q  n  n           d




          X^r.t) = depleted air concentration at  distance r and time



                    t resulting from resuspension  of material that



                    deposited out  from X- (—^-)

                                           m
^  '                rt

      PEQ(r,t) = ^(^)

                  d   t
        PE»(r,t)  =  population inhalation exposure due to air



                   concentration XQ (person - —TT - s)

                                              m
                                    60

-------
(5)
          PE0(-,-) =f(f)
                      d  t
            „(<*>, °°)  =  the  infinite population inhalation exposure,

                                        /          Ci     -v
                     r  =  0 -*»,  t = 0 -*»  (person -  —_• - s)
                                                  m
         pQA*        TI 2-1        r2 2-t

1 r>t     Vd   6XP   rd      8XP   rd
              At  + 1               At
                                     -—
                                         - )exp(-Att2)]
                Xt                     Xt

          PE (r,t) = population  inhalation exposure due to air

                     concentration X   (person -- r- - s)
                                               m
<6>        PV-S-, - ^
                      d  t
            ..^,00)  = the  infinite  population  inhalation exposure

                     r  =  0 -*»,  t = 0 -*«  (person --  - s)
                                                                        276
                                                 m

-------
(7)
                                                                          277
                      d  d  s
          PE (°°,<>°) = the infinite total population inhalation

                     exposure due to all resuspensions, r = 0 -*°°,
                                        Ci
                     t = 0 -*» (person -- r - s)
                                        in
          ft1(r,t)  = VdXrQr (-)-  exp[-(^-)-] texp[-X tj
                          Q  n  n           d
          !l.(r,t) = soil surface concentration at distance r

                                Ci
                    and time t (—j)
                                m
(9)                          1,
           r2 = rd[-Jln(l-X)]2~£
          r_ = the distance from the point source within which

               the fraction X of the pop. exposure is delivered  (m)
                                    62

-------
(ID
                                                                         278
(10)       x = l-exp[-(—
                      r
          X = fraction of population inhalation exposure  delivered



              within distance r,.
                              2-9.
                             n
          r , = a depletion distance,  when r = r ,  the atmospheric



               dilution factor -*—(r)  has decreased by a factor of

                                Q

               l/e or 37% (m)
   Q = activity of point source (Ci)



   r = distance from receptor to point source (m)




(_)  = value of —(r) at r = r  (—5—)

 Q rn           Q            n  m



  r  = normalizing distance (m)



  A  = resuspension rate (s  )



  A  - transfer rate of contaminated material
   s


       from soil surface to soil sink (s  )
                                    63

-------
                                                                     279
A  = radiological decay constant  (s  )



A  = A  + A   + A ,  (s'1)
 t    r    s     d

                                 2
 p = population density (persons/m )



V  = deposition velocity (m/sec)
                                 64

-------
                                                                       280
                               References

1.   "Environmental Radiation Dose Commitment:   An Application to the
     Nuclear Power Industry" (EPA-520/4-73-002) U. S. Environmental
     Protection Agency, Office of Radiation Programs, Washington, D.C.
     (June 1974).

2.   ICRP Publication 23, 1975, "Report of the  Task Group on Reference
     Man," Pergamon Press, New York.

3.   Sullivan, R. E., "Plutonium Air Inhalation Dose (PAID)," Technical
     Note ORP/CSD-77-4, U. S. Environmental Protection Agency, Office
     of Radiation Programs, Washington, D.C.  (June 1977).

4.   ICRP Publication 19, 1972, "The Metabolism of Compounds of
     Plutonium and other Actinides," Pergamon Press, New York.

5.   Strom, P. 0. and Watson, E. C., "Calculated Doses from Inhaled
     Transuranium Radionuclides and Potential Risk Equivalence to Whole
     Body Radiation" (IAEA-SM-199/114), International Atomic Energy
     Agency.

6.   Killough, G. G. and McKay, L. R. (compiled by), "A Methodology
     for Calculating Radiation Doses from Radioactivity Released to the
     Environment" (ORNL-4992) Oak Ridge National Laboratory, Oak Ridge,
     Tennessee (March 1976).

7.   Oksza-Chocimowski, G. V., "Resuspension Models Review," Technical
     Note ORP/LV-76-11, U. S. Environmental Protection Agency, Office
     of Radiation Programs, Las Vegas Facility, Las Vegas, Nevada
     (July 1976).

8.   "Draft Environmental Statement - Concerning Proposed Rulemaking
     Action:  Numerical Guides for Design Objectives and Limiting
     Conditions for Operation to Meet the Criterion "As Low As Practi-
     cable" For Radioactive Material in Light-Water-Cooled Nuclear
     Power Reactor Effluents," U. S. Atomic Energy Commission,
     Directorate of Regulatory Standards (January 1973).

9.   ICRP Publication 26, 1977,  "Recommendations of the International
     Commission on Radiological Protection," Pergamon Press, New York.
                                   65

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                                                      281
      THE PHYSIOLOGICAL  BASIS

       OF TRANSURANIC ELEMENT

           DOSE ESTIMATES
   Neal S.  Nelson,  D.V.M.,  Ph.D.
           February 1978
U.S. Environmental Protection Agency
    Office of Radiation  Programs
  Criteria and Standards Division
      Washington,  D.C.   20460

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                                                                      283
                 THE PHYSIOLOGICAL BASIS OF TRANSURANIC
                         ELEMENT DOSE ESTIMATES


     Despite extensive literature reviews, scientific information on the

biological properties of transuranium elements in humans is sparse and

the medical prognosis following inhalation or ingestion of these

substances is uncertain.  Because of the care taken in handling

Plutonium by those groups who work with it and the length of the latent

period before cancer develops, little information is available or likely

to become available in the near future on the biological effects of

plutonium in man.  The basis for establishing metabolic parameters in

humans is even less promising, since experiments using hospitalized

patients are no longer performed.



                             HUMAN STUDIES

     In 1945-46, 18 hospitalized persons were injected with tracer

amounts of plutonium  (1).  Fifteen of the patients were 45 years of age

or older.  However, three had bone disorders, either fractures or

cancer; three had liver disorders, two had kidney disorders, and the

rest had other conditions which may have affected their metabolism of

plutonium.  Only about six of the persons studied provided reasonable

data in that they were "normal" for most of the metabolic parameters

examined  (1) .

     To some extent supportive studies on metabolism of plutonium have

been done using other groups of humans, but, because members of these

other groups were accidentally exposed and the initial dose is not known

-------
                                                                      284
with any degree of accuracy, about the only information available from
these groups is confirmation of trends of metabolism and effective half-
lives.  The accidentally exposed groups are being followed both for the
metabolic information and for information on possible health effects.
     The groups being followed to develop information on the long-term
or latent effects of plutonium exposure in man include:
     1.  Groups presently studied at Los Alamos Scientific
Laboratory  (2)
         a.  The UPPU* group, 25 men exposed during 1944-45 with
relatively large doses, (exposed primarily by inhalation; about 75% have
one or more maximum permissible body burdens (3)).
         b.  A group of 42 men exposed during the Manhattan Project
 (1943-1946),  (exposed primarily by inhalation; have less than one
maximum permissible body burden (3) .
         c.  A group of 190 early and current plutonium workers, (about
75% exposed by inhalation, 25% through wounds; about 20% have one or
more maximum permissible body burdens (2)) .
     2.  The United States Transuranium Registry
         The U.S. Transuranium Registry was established in 1968 to
protect the interests of workers, employees and the public by serving as
a national focal point for acquisition and provision of information
about the effects of transuranic elements on man.   in October 1975, the
Registry had identified 9063 transuranium workers and obtained autopsies
*UPPU is an acronym of: U = Pronoun; P = Urinate; Pu = Plutonium.

-------
                                                                       285



on 53 of them.  Of the workers identified, about 60% have burdens less



than 5% of maximum permissible body burdens  (4) .  Thus, the data base



for the effects of plutonium in man is less than 10,000 exposed persons,



most of whom were only nominally exposed and most of whom are alive



today.



     As Thompson  (5) has pointed out, the histological changes at the



cellular level that have been observed in man following plutonium



exposure cannot be qualitatively related to health consequences.



Therefore, we know nothing directly about effects of plutonium in



humans.  Thompson  (5) suggested since we have no useful data on human



plutonium effects, it is useful 1) to extrapolate from plutonium effects



in animals to plutonium effects in man or 2)  to extrapolate from



nonplutonium radiation effects in man to plutonium effects in man.   He



felt that not only was there "ballpark" agreement between human and



animal data, where direct human data could be compared to experimental



animal data, but also that plutonium data from animals could reasonably



be extrapolated to man.



     In  1976, Thompson  (6) reiterated his plea for use of animal data



suggesting that it is unlikely that anything useful about dose effect



relationships will be learned from humans exposed to plutonium.   He



stated, however, that it is worthwhile to continue to study human



exposure cases to obtain information on metabolism and to insure that



there are no "surprises" in the biological effects of plutonium in



man  (6).

-------
                                                                      286




                             ANIMAL STUDIES



     The literature on plutonium and the transuranic elements is



voluminous.  Starting with some of the earliest reviews of the subject



(7-9)  and speciality symposia (10) and continuing until the present  (11-



19)  the emphasis has been primarily on animal experiments as the source



of data on metabolism and hazards of plutonium.  The data, based on



animal studies on the distribution and metabolism of plutonium, have



been summarized in ICRP-19 (20)  and used by some to calculate doses in



rads.   The ICRP recommends that the numerical values derived for



plutonium deposition in the various organs be applied to all



transuranics.  At best this is only a first approximation since the



metabolic characteristics of the transuranics do differ.



     A comparison of the organ distribution of plutonium in several



species of mammals indicates that the soluble plutonium distribution



estimates of 45% in the skeleton, 45% in the liver, and 10% in soft



tissues proposed some years ago in ICRP-19 (20), are more likely to be



43% in the skeleton, 34% in the liver, 5% in bone marrow and 19% in soft



tissues and excreta (21,22).   In addition, on the basis of animal data,



the distribution of soluble americium and curium would be estimated as:



skeleton - 35% and 25%, liver - 57% and 60%,  bone marrow - 4% and 3%,



and soft tissue and excreta - 4% and 12%, respectively (21).



     The Agency employs both animal and human data bases in deriving



health effects estimates for plutonium, using extrapolation 1)  from



animals to man and 2)  of nonplutonium radiation effects to plutonium



effects in man.  Animal data are used primarily to estimate distribution

-------
                                                                      287
factors and retention parameters, and to relate these to the sparse



human data.  Following the NAS-BEIR Committee recommendations, human



data are used primarily for dose-response conversion estimates (23).



EPA has noted that as the Nuclear Regulatory Commission pointed out (24)



there are great difficulties in extrapolating dose-response data between



strains of the same species and even greater difficulties extrapolating



between species.  Therefore, the Agency agrees that major reliance on



human dose-response data appears to be the most prudent course.  Since



there are so little data on transuranic element metabolism in man,



extrapolation must be made from animal data.  But, the extrapolation



must be on the basis of what is observed in several diverse species



rather than in a single species.







                    MODELS FOR TRANSURANIC DOSIMETRY



Inhalation



     The model currently used by the EPA Office of Radiation Programs



for estimating deposition and retention of inhaled transuranics in man



is the ICRP Task Group on Lung Dynamics [TGLD] model (25)  as modified by



ICRP Publication #19  (20).



     In this model, three chemical classes of compounds are considered



based on the rate of elimination from the lung; Class Y compounds in



years, Class W in weeks and Class D in days.  Class Y compounds include

-------
                                                                      28f
carbides, oxides, hydroxides and lanthanide fluorides.*  Class W

compounds include nitrates, carbonates and lanthanide halides and

phosphates.  Class D compounds include all highly soluble materials.

Information is not available on all plutonium compounds, but the ready

hydrolysis of uncomplexed actinides suggests that no actinide compound

would be in Class D.

     The parameters used by the TGLD for estimating fractional

deposition within regions of the lung for particles of differing

"activity median aerodynamic diameter" (AMAD)** are based on a 30 year

old adult standard male, breathing through the nose at a rate of 15

respirations per minute and with a tidal volume Of 750 cm3, 1450 cm3 or

2150 cm3.  Retention expected in the lungs would be:

     Lung --  For inhaled Class Y compounds, 13.8% of the inhaled

material is retained in the pulmonary region of the lung, with a 500 day

half-life.  For Class W compounds, the 13.8% of the inhaled material is

retained with a 50-day half-life.  In the tracheobronchial region of the

lung clearance half-times are 0.2 days or less; in the nasopharyngeal

region they are 0.4 days or less (20).
*Rapid translocation of curium oxide from the dog lung suggests the
possibility of exceptions to this Class Y retention for some actinide
compounds.

**The Aerodynamic Diameter (AD, Aerodynamic Equivalent Diamter)  is
defined as the diameter of a unit density sphere, which has the same
settling speed under gravity as the particle being described.  The
Activity Median Diameter (AMD)  is the diameter of the particles at the
median of the log normal distribution of the radioactivity in an
aerosol.  The AMAD, then is the diameter of a unit density sphere having
the same settling properties under gravity as the AMD particles.

-------
                                                                      289
     Lymph Nodes —  About 3.H% of the Class Y material deposited in the



lung is translocated to the thoracic lymph nodes and retained with a



half-life of 1000 days.  In Class W, 1.15* of the deposited material is



retained with a half-life of 50 days (20) .



     The ORP inhalation code PAID (26)  is based on the Task Group on



Lung Dynamics model with appropriate adjustments for continuous intake



of airborne radioactive materials.  The PAID code employs ICRP-23



estimates of eight hours at rest  (tidal volume 500 cm3)  and eight hours



each of "light" and nonoccupational activity (tidal volume 1250 cm3)  as



the basis of calculations  (27) .



     The burden, q 
-------
                                                                       29G
     The cumulative organ burden is then defined as

                          rT
                 Q (t) =  /  q(t)dt
                        •*o
     In principle, this cumulative organ burden can be used with
appropriate dose-conversion factors to calculate the annual dose rate to
the organ in rad per year.  The annual organ dose rate in turn can be
used to estimate health effects, e.g., malignancy in either terms of
individual risk or population risk.  In actual practice the uncertainty
in such risk estimates makes these calculations, at best, only estimates
of expected response.

Ingestion of Inhaled Transuranics
     Some of the inhaled transuranics will be cleared from the lung via
the mucus escalator,  swallowed, transported to the GI tract just as if
they had been ingested.  The calculation of transport from the lung to
the GI tract indicates that about 92% of inhaled Class Y material will
enter the GI tract, and about 8195 of Class w material.  Table I lists
the relative disposition of inhaled material by region for a nominal
1.0 M AMAD aerosol, assumed in reference 25.

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                                                                      291

Distribution of Transuranics in the Body
     The material which has been transported into the blood stream will
distribute in the organs of the body.  ICRP estimates the following
distributions:
     Skeleton —  45% of the transuranics in the circulatory system is
expected to deposit in the skeleton and be retained with a half-life of
about 100 years  (20).  In the case of very stable, biologically inactive
complexes of plutonium (e.g., plutonium-DTPA)  as little as 10% may
deposit in the skeleton.
     Liver —  45% of the transuranics in the circulatory system may be
deposited in the liver and retained with a half-life of 40 years (20).
As in the case of the skeleton only 10% of stable, biologically inactive
complexes may deposit in the liver.
     Soft Tissues —  About 7% of the plutonium in the circulatory
system may be deposited in soft tissue in the spleen, ovaries,  uterus,
testis, and adrenal glands.  [From data in references 1 and 28, the 10%
in soft tissue and excreta estimated by ICRP (20)  may be divided into 7%
and 3%, respectively.]  Plutonium deposits are retained for extended
periods with half-lives of 1500 days or longer.  However, there are no
ICRP estimates of percent deposition in these tissues.
     Gonads --  Richmond and Thomas reported that in five animal species
0.03% of plutonium was transferred from blood to gonads  (29).  The MRC
review of plutonium toxicity concluded 0.05% was transferred to gonads
(18).  These observations postdate the ICRP review (20) and should be
used.

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                                                                      292
     Excreta —  About 3% of the plutonium is located in urine and
feces, primarily in feces (see soft tissues above).   There is evidence
that higher specific activity isotopes, e.g., 237Pu and 23epu, are
translocated more rapidly than 23«Pu.  This difference probably reflects
the reduced amount of polymeric material in high specific activity
radionuclides.
     In making estimates of the distribution of transuranics, attention
is paid both to the chemical form and particulate size of the element
administered.  However, little emphasis is given to the question of
whether the element was in monomeric or polymeric form.   Although this
question may influence dose-response estimates, there are little data
about the chemical and physical form of transuranics in environmental
situations.
     In addition, it is known that particles up to 75 p diameter can
pass fairly rapidly and easily into the circulatory system after
ingestion by the process of persorption (30).  Macrocolloids of
polymeric transuranics could be absorbed in a similar manner.
     Likewise, inhaled particulates are considered to be transported to
the lymphatic system by being transported there by macrophages or
penetrating the alveolar membrane physically by endocytosis or
pinocytosis  (31).  The particulates are then carried through the
lymphatics to lymph nodes or other sites or dumped into systemic
circulation through the thoracic lymph duct.   Support for this concept
is found in the report that za^PuOg particulates with a mass median
diameter of 0.3 pm and a geometric standard deviation of 1.6 were
                                   10

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                                                                      293
identified in a tracheobronchial lymph node removed from an



occupationally exposed worker (32).  The particles to which the worker



may have been exposed had mass median diameters of 0.28 to Q.U5 pm and



geometric standard deviations of 1.4 to 1.6 (32).   These observations



strongly suggest that some particles are transported directly to local



lymph nodes after inhalation without changing their characteristics much



from those of the inhaled aerosol.



     Since macrocolloid or other particles probably reach systemic



circulation after inhalation or ingestion of transuranics, it is



reasonable to use human health effects data based on other multivalent,



colloid formers, i.e., thorium and polonium.  This is particularly true



when considering the health effects in specific organs such as the



liver.
                                   11

-------
                                                                      295
                                Table I

                Disposition of Inhaled Transuranics (25)



                Inhaled Class Y Compounds (1.0 >jm AMAD)
Region


Nasopharyngeal

Tracheobronchial

Pulmonary

     Total
Percent
Deposition (D)

    29

     8

    23
   Percent Transported to
Blood     GI Tract     Lymph Nodes
    60
0.23
0.08
1.15
1.46
28.71
7.92
18.10
55.03
                          3.45

                          3.45
                Inhaled Class W Compounds (1.0 |jm AMAD)
Region


Nasopharyngeal

Tracheobronchial

Pulmonary

     Total
Percent
Deposition (D)

    29

     8

    23

    60
   Percent Transported to
Blood     GI Tract     Lymph Nodes
2.9
4.0
3.45
10.35
26. 1
4.0
18.4
48.5
— —
	
1.15
1.15
                                   12

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                                                                       295
Ingestion of Transuranics



     Absorption of transuranics from the GI tract has been estimated in



the past to be 10-* percent for insoluble forms such as Pu02 and 3x10~3



percent for more soluble forms  (20).  However, the absorption has been



shown to be much greater for strongly acid solutions and chelated forms



of plutonium  (up to about 2%) and in younger animals (possibly a factor



of 100 increase in absorption)  (20).



     Recent reports suggest that organically bound transuranics are more



easily transported across the gut than inorganic forms.  More Pu in milk



was absorbed than was Pu from Pu-citrate solution (33).  This was



particularly true in nursing animals which absorbed up to 3.2 percent of



ingested Pu in milk, 1000 times the ICRP estimate of the absorbed



fraction  (33).  In studies at Battelle Northwest Laboratory,



biologically incorporated (protein bound) Pu was absorbed up to 10 times



as readily as Pu in Pu-nitrate, while absorption of similarly prepared



Np was only about 1/10 to 1/20 of that seen with Np-nitrate (34).



     Earlier, Sullivan and Crosby  (35) had shown that rats given single



oral doses of transuranic isotope absorbed from 0.1  percent to 0.01



percent of nitrates and oxides in the case of adults and 0.5 percent to



5 percent of nitrates and oxides (except Pu oxides)  in the case of



neonates.



     At the request of the Agency, scientists at Battelle-Pacific



Northwest Laboratory estimated the absorption of transuranic elements



from the gastrointestinal tract.  They concluded that for oral



administration a prudent estimate for radiation protection purposes
                                   13

-------
                                                                      296
would be that persons one year of age and older would absorb: 0.1



percent of all inorganic transuranics except 239pu and 2*°Pu oxides;



0.01 percent of 239Pu an(j a*opu oxides; and 0.5 percent of biologically



incorporated transuranics (36).  Infants (less than one year of age)



would absorb 10 percent of all transuranic elements except 2*9Pu and



2*opu oxides; and 1 percent of 23»Pu and 240pu oxides (36) .



     While these estimates have a large degree of conservatism and are



more than an order of magnitude greater than current ICRP estimates,



they are supported by other observations.  In particular, a review of



gonadal deposition of actinide elements reported that, following



intravenous injection of plutonium  (citrate or nitrate), gonadal



deposition in the pig was about 2x10-*; following ingestion about 3x10~6



 (29).  This suggests absorption of a fraction about 10~2 of the amount



ingested,  in the case of beagles, the fraction of plutonium deposited



in the gonads following intravenous injection was about 4x10-*,



following ingestion about 8x10~*  (29), again indicating about 10~2 is



transferred through the gut wall.  These observations support use of the



Battelle estimates rather than those of ICRP.



     The current ingestion model used by ORP is patterned after the four



compartment model of ICRP-2  (37), but neglects the one-hour time delay



in the gastrointestinal tract.  This model is combined with the lung



model and used both for the ingestion pathway and as part of the



inhalation pathway for those  lung subcompartments clearing through the



gastrointestinal tract  (26).

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                                                                      297
Skin Contamination
     The case of skin contamination as a route of exposure for
transuranics can be neglected unless the skin is not intact.  Even if
the skin is damaged, there are not enough data to make a quantitative
estimate of the rate of amount of absorption of environmental
transuranics.  However, this mode of exposure is believed at present to
be a relatively unimportant pathway for the case of interest here.

  PROBLEMS IN DOSIMETRIC MODELING FOR TRANSURANIC ELEMENTS INHALATION
Inhalation
     The physical, physiological, and biological assumptions used in the
models for dosimetry and metabolism used in toxicologic studies of the
transuranics have some problem areas.
     To some extent the ICRP Task Group on Lung Dynamics (TGLD)  model
 (25) employs parameters that maximize dose estimates in its assumptions
for exposure by inhalation.  To this extent it is conservative.   The
model assumes tidal volumes of 750 cc or 1450 cc for resting and light
work, respectively, which are adequate for an adult male.  Values for
adult females are of the order of 340 cc or 660 cc, and for childr-en
they drop as low as 17 cc or 33 cc in the sleeping newborn (27,38).  In
this respect, the model provides estimates of exposure which are
somewhat higher than would be expected in a general population.   This is
compensated for in part by the decreased organ mass for children and
women which leads to higher average organ dose.
                                    15

-------
     The TGLD model uses other assumptions which are not conservative:



     1.  The model uses a respiratory rate of 15 respirations per



minute.  For a heterogenous aerosol the percentage of deposition varies



with breathing rate.  The minimum level of deposition occurs at 15 to 20



respirations per minute and increases on either side of this value  (39).



Deposition rates in hard workers, or in sleeping or sedentary



individuals would be higher than the model predicts.



     2.  The Task Group, as Mercer points out, used a Findeisen



anatomical lung model, which underestimates airway branching and



therefore impaction sites (10).  This will lead to overestimation of



pulmonary deposition and underestimation of tracheobronchial deposition



during mouth breathing  (40).



     3.  The pulmonary lung is not treated as a single compartment but



rather as a series of parallel tubes so that clearance by a given



pathway is arbitrarily independent of other clearance routes.



     4.  No provision is made in the model for the known regional



distribution of inhaled material within the lung.  Bates, Ball and Bryan



have shown that, in the upright individual, the distribution and rates



of wash-in and wash-out gases are different by about 40% between the



upper and lower lobes of the lung, indicating a similar difference in



regional airflow (41).  This has profound implications in that it



affects the distribution of inhaled aerosols both for settling and for



diffusion within alveoli.
                                   16

-------
                                                                      299
     5.   The model is based on laminar flow in tubes at a constant rate,
per the calculations of Findeisen and Landahl (25) .  A summary of the
assumptions in the model that need refining include (39):
         a.  The pattern of airflow during respiration is not constant,
but goes from zero to some maximum and then returns to zero.
Information is needed on the effect of this pattern on deposition.
         b.  Airflow in the lung may be a mixture of laminar and
turbulent flows.  The extent of this phenomenon and its effect on
deposition should be investigated.
         c.  The bulk of new air does not mix volumetrically with lung
air.  Nondiffusible particles (>0.5p) will penetrate only as far as the
new air goes, while finer particles  (<0.5>j)  will be able to penetrate
the depths of the lung by diffusion similar to that of a gas molecule.
This has implications for distribution of alveolar versus respiratory
bronchiolar deposition of particles and subsequent clearance by mucus.
         d.  The respiratory tree is not composed of circular tubes but
irregular cross-section tubes which are often corrugated or folded over.
The effects of these irregularities on turbulence and deposition are not
known.
         e.  The effects of respiratory excursions (coughs)  on
respiratory clearance cannot be assessed.  This is probably an important
route of transport where the mucus escalator is impaired due to smoking,
etc.
     While the lung model is considered to be accurate enough for
standard setting purposes, problems peculiar to plutonium distribution
                                   17

-------
                                                                      300

and retention are not settled.  There is evidence that the higher

specific activity isotopes of plutonium (230Pu, 237Pu) have a different

distribution pattern in the body than 239Pu after translocation (42,43).

In general, the zsopu resembles injected monomeric 239Pu* in its

distribution pattern after translocation from the lung.  When 239Pu is

translocated from the lung, the pattern of distribution within the body

is similar to that of injected polymeric 239Pu.**  This suggests that

the 23epu is dissolving and being transported as a Pu-transferin complex***

within the body while the 239pu is being engulfed and transported as

particulate material  (44) .

     It has been suggested that the more rapid translocation of 238Pu

relative to 239Pu aerosols deposited in the lung is due to the effect of

the specific activity on local chemistry after deposition; that is, the

higher activity 23epu produced enough radicals in its aqueous

environment  (lung mucus or parenchyma) to influence local chemistry and

the rate of dissolution of the particle (45).  Regardless of whether

these arguments are correct or not, separate models should be developed

for each plutonium isotope based on observed and expected differences.
*Monomeric plutonium is in the form of single molecules of the plutonium
compound, not a large number of particles aggregated.

**Polymeric plutonium is a form where a number of molecules of the
plutonium compound aggregate together as colloid.

***Transferin is the serum protein which binds iron as an iron-
transferin complex to transport the iron throughout the body.  It also
appears to be involved in transport of transuranic elements.


                                   18

-------
                                                                       301
     The available estimates of half-times for the translocation of
plutonium from alveolar deposits and from lymph nodes are subject to
considerable uncertainty.  The data on retention, particularly in lymph
nodes are based on animal experiments at relatively high levels of
exposure which impaired local histology and physiologic processes.
Therefore, it may not adequately reflect transport in humans exposed
environmentally.
     Much of the environmentally distributed plutonium is in the form of
very small sub-micron particles weakly attached to larger dust particles
(46).  Unfortunately, the TGLD models does not address the question of
extremely small particles bound to 1.0 p (or larger)  particles.  This
question should be addressed since plutonium which escapes through high
efficiency particulate filters is a source of environmental
contamination.

Ingestion
     The recent studies of transuranium element uptake following
ingestion suggest that earlier estimates may be in error.  Sullivan and
Crosby found (3<»,35) that 10~3 to 10~4 of a single ingested dose of
transuranics is absorbed from the gastrointestinal tract.  This is at
variance with the ICRP estimate of 3x10~s to 10~6 (20)  derived from
chronic feeding studies.  The estimate of 10~3 to 10-* is supported
indirectly by data on gonadal deposition of transuranium elements.  In
the data reviewed by Richmond and Thomas (29)  the ratio of gonadal
deposition following ingestion of transuranics to that following
                                   19

-------
                                                                      3G2
intravenous injection ranges from about 10~2 to 1d~3.  This implies
absorption of about that fraction from the gastrointestinal tract.
     The question of the fraction of ingested transuranium element
absorbed from the gastrointestinal tract as a function of age of the
subject and chemical form ingested should be resolved to a greater
extent than it is today.  An adequate answer may change dose and risk
estimates by an order of magnitude or more.

Distribution and Retention
     Dose models currently employed must extrapolate animal data on
distribution and retention of transuranium elements to man.  While the
general lack of data in man demonstrates adequate radiation protection
efforts, it does force extensive use of animal data.  The animal data
usually encompass only one or two ages, one or two routes of
administration, and one or two chemical forms of the element in a given
sex and species.  Often the studies are not directly comparable and it
must be assumed that differences in age, sex, or chemical form of the
element cause negligible differences in distribution or retention.
     As was pointed out earlier  (Animal studies)  what data are available
on different transuranium elements show that each has its own
distribution pattern (13,22).  In addition, when sexes or several
species can be compared, distribution is often species and isotope
specific (22).
     Superimposed on these uncertainties in the distribution of
transuranium elements is the uncertainty in retention.  Most studies
                                   20

-------
                                                                      3C3
have been done in short-lived animal species.  However, retention half-
times in man are estimated at 40 years or 100 years  (20).  In a rodent
with a two-year lifespan an element with a i» 0-year half time would decay
about H% and an element with a 100-year half time about. 2%.  Such
variations are less than counting error and individual variation.  Even
in canines with a 15-year lifespan, decay would be only 16% and 10%,
respectively.
     It is obvious that more data on man are needed for all actinide
elements.  Perhaps a solution to the distribution question may come from
autopsy series of environmental and occupational exposures and for the
retention problem from accident cases or tracer studies.  Perhaps
additional studies in animals scaled to duplicate specific human
experiences for which there are data would strengthen confidence in the
extrapolations from animal to man now made so blithely.

Genetics
     One of the greatest uncertainties in health effects estimates for
transuranium elements relates to the estimate for genetic effects.  Not
only do the estimates of percent of administered nuclide deposited in
gonads from blood have a range of 10~* to 10~3 (18,29), but the
estimates are almost entirely for males.  In addition, what data are
available in man from environmental exposure do not agree well with the
data from occupational exposure or animal studies (see Annex 3, Section
3.2).
                                   21

-------
                                                                      304
     The internal distribution of the transuranium elements in tha



testes has been reported for mice (47), rats (48), and Chinese hamsters



(49).  The preferential deposition of plutonium along the peritubular



membrane produces an inhomogeneous dose distribution.  The inhomogeneity



factor was 2.5 for mice, 1.6 for rats and 1.0 for Chinese hamsters



(47-49).  There is no information on what it might be for man or other



species.



     There is little published information on inhomogeneity factors for



ovaries.  There is no good information on distribution from blood to



ovary, retention in ovary or testes, nor RBE for alpha emitters in the



ovary or testes  (although some recent work suggests an RBE for testes of



20 or more).



     The uncertainty in genetic risks from exposure to transuranium



elements is quite high, probably orders of magnitude.  Studies to



identify retention, distribution, inhomogeneity of dose,  and cytogenetic



effects adequately are urgently needed to determine if somatic or



genetic effects constitute the primary hazard of exposure to



transuranium elements.
                                   22

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                                                                       305
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                                   23

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                                                                      30 f
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                                   24

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                                                                       3C7
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                                   25

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                                                                       3C8
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     Physics 21:673-680.

41.   Bates, D.V., Ball, W.C., and A.C. Bryan (1964).  Use of Xenon-133
     in Studying the Ventilation and Perfusion of the Lung, pp 237-247
     in Dynamic Clinical Studies and Radioisotopes, AEC Symposium Series
     #13, U.S. Atomic Energy Commission, Oak Ridge, TN.

42.   Bair, W.J., Willard, D.H., Nelson, I.e., and A.C.  Case (1974).
     Comparative Distribution and Excretion of 237Pu and 239pu Nitrates
     in Beagle Dogs, Health Physics 27:392-396.

43.   Morin, M., Nenot, J.C., and J. Lafuma (1972).  Metabolic and
     Therapeutic Study Following Administration to Rats of 23epu Nitrate
     - a Comparison with 239Pu, Health Physics 23;475-480.

44.   Durbin, P.  (1973).  Comments at the Third International Congress of
     the International Radiological Protection Association, Washington.

45.   Craig, D.  (1973).  Comments at the Third International Congress of
     the International Radiological Protection Association, Washington.

46.   Nathans, M.W., Reinhart, R., and W.D. Holland (1976).  Methods of
     Analysis Useful in the Study of Alpha-Emitting and Fissionable
     Material-Containing Particles, pp 661-674 in Atmosphere-Surface
     Exchange of Particulate and Gaseous Pollutants, ERDA Symposium
     Series 38, R.J. Engelman and G.A. Sehmel, Coordinators, Energy
     Research and Development Administration, Oak Ridge, TN.

47.   Green, D, Howells, G.R., Humphreys, E.R. and J. Vennart (1975).
     Localization of Plutonium in Mouse Testes, Nature .255:77.

48.   Taylor, D.M. (1977).  The Uptake, Retention and Distribution of
     Plutonium-239 in Rat Gonads, Health Physics 32:29-31.
49,
Brooks, A.L., Diel, J.H., and R.O. McClellan (1976).  The
Distribution, Retention and Cytogenetic Effects of 239pu citrate in
the Testes of the Chinese Hamster, pp 399-403 in Inhalation
Toxicology Research Institute Annual Report, 1975-1976, LF-56.
Lovelace Foundation, Albuquerque, NM (1976).
                                   26

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                                                      309
         ACUTE TOXICITY  OF

       TRANSURANIUM ELEMENTS
   Neal S.  Nelson,  D.V.M-, Ph.D.
           February  1978
U.S. Environmental  Protection Agency
    Office of Radiation  Programs
  Criteria and Standards Division
      Washington, D.C.   20460

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                                                                      311
                 ACUTE TOXICITY OF TRANSURANIC ELEMENTS

     Although plutonium and transuranics are reported to be extremely
radiotoxic, the magnitude of toxicity is closely related to the route of
administration.  There is no evidence that transuranics can compare with
highly toxic chemical or biological agents when the route of
administration is by injection (1,2).  Following ingestion or
inhalation, the toxicity of transuranic elements is probably comparable
to that of the most toxic materials known.
     The first consideration of transuranic element toxicity should be
for acute responses following relatively massive exposures to the
material.  Such responses may be characterized as peracute, acute, or
subacute.

Peracute Toxicity
     For purposes of discussion peracute toxicity will refer to the case
when the endpoint, death, occurs within hours of exposure.
     1.  Inhalation
         There is no substantive evidence that inhalation of transuranic
elements will cause death in hours due to radiotoxicity.   Undoubtedly,
air concentrations of transuranic element aerosols sufficiently high to
cause death by smothering can be estimated.  However, the same
concentration should then be effective for even an inert aerosol.
Inhalation of many chemicals and biologic agents in the mg/kg range or
less will kill in hours (1,2,3,4).

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                                                                     312

     2.  Ingestion
         Tentative evidence of peracute toxicity associated with massive
oral doses of plutonium was reported by Sullivan and Thompson in 1957
(5).  They found that 50% of rats given an oral dose of 93 mCi/kg of
plutonium nitrate died within one day.  The dose would be about 18 mCi
per rat, equivalent to 294 mg of z^'Pu or 600 mg of 239pu (N03)4.   If
this dose does cause peracute toxicity, and is scaled up to a 70-kg man
on the basis of body weight, the oral doses associated with peracute
radiation lethality following ingestion by man would be: 239pu - 106
grams, zaapu - 375 mgf z«iAm - 2.45 grams, and 24*cm - 95 mg.  If  the
mass of the gastrointestinal tract rather than the body weight was used
in developing the scaling factors, the respective oral dose estimates
would be: 23»Pu - 48 grams, Z3spu - 170 mg, 2*iAm - 1.11 grams, and
2**Cm - 13 mg.  Many chemical and some biological agents when
administered orally are fatal at levels of pg/kg (1,3,4).
     Sullivan and Thompson  (5) doubted that this peracute response of
rats to plutonium nitrate was due to radiation injury.  Sullivan,  et al.
(6), showed that an ingested beta emitter, Ru-106, could cause acute
lethality.  However, they did not see any deaths in less than four days
after exposure.  The possibility of acute nitrate toxicity has also been
considered, but the question of peracute nitrate toxicity is complicated
by the differences in the blood enzyme methemoglobin reductase between
species and ages.  The young adult appears to have the highest reductase
activity, adults have less, and very young animals only limited activity
(7).  Sheep reduce methemoglobin mere rapidly than pigs or horses  (7).

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                                                                      313
     The only specific estimates of nitrate toxicity in rats appear to
be those of Wright and Davidson  (8) who found that the LD50 for
intravenous injection of nitrate is 3.152 g/kg (800 mg/kg of nitrate-
nitrogen); and Druckrey, et al.  (9), who reported that 443 mg/kg  (100
mg/kg of nitrite-nitrogen) of nitrite fed to rats in drinking water
caused growth inhibition and shortening of lifespan.
     On this basis, the 300 mg of nitrate in the 600 mg of plutonium
nitrate given to each rat would not be expected to be the cause of
peracute death reported by Sullivan and Thompson (5).  Until some better
evidence is available, the cause of death cannot be attributed to
nitrate toxicity.
     The toxicology of nitrates is confused by the toxicology of
nitrites.  In the production of methemoglobinemia, conversion of
hemoglobin in red blood cells to methemoglobin which cannot transport
oxygen in the blood, the controlling factor appears to be the rate of
conversion of nitrate to nitrite since nitrite seems to be the agent
causing the methemoglobinemia  (7,10,11).  While anoxia develops as a
consequence of methemoglobinemia, the exact mechanism of cause of death
is not known (12).  Normally 1 to 2% of total blood hemoglobin is
methemoglobin (7).  Methemoglobin concentrations of 30 to 50% lead to
anoxic symptoms but are compatible with life (7,12).  Death occurs at
methemoglobin concentrations of 50 to 80% of total blood hemoglobin
(7,12).
     Conversion of 10% of hemoglobin to methemoglobin is estimated to be
caused by 1 mg/kg of nitrite and 2 mg/kg of nitrate in infants less than

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                                                                      314
three months of age.  A 10% concentration of methemoglobin in the blood,
considered the upper limit of the subclinical range, is generally
regarded as of no medical importance (7).  Burden (13)  estimated the
maximum permissible dose of nitrate as 53 mg (12 mg nitrate-nitrogen) in
a 3 kg infant and 1.062 g  (240 mg nitrate-nitrogen)  in a 60 kg adult.
Above these levels appreciable methemoglobinemia may occur.
     The lethal dose of nitrite has been estimated at 20 mg/kg in the
adult  (10)  and of nitrate at about 120 mg to 600 mg per kg in the adult
 (13).  Acute methemoglobinemia with cyanosis, vomiting, abdominal pain,
etc., has been observed in children after sodium nitrate doses of 100 to
400 mg and in adults after doses in excess of 150 mg (11).  Peracute
death, in minutes, has been observed after doses of nitrite exceeding 1
gram.  The death appears to be due to cardiovascular collapse and shock
 (11).  So it is probable that peracute transuranic i.itrate radiation
death could not occur in man; peracute nitrate toxicity would probably
occur first.  However, since the peracute lethality following massive
oral doses of plutonium nitrate in the rat is not due to nitrate
toxicity, the possiblity remains that there is a transuranic element
toxicity which is as yet unidentified.  While radiotoxicity is a
possibility, so is a direct heavy metal toxicity.

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                                                                      315
Acute Toxicity
     For purposes of discussion, acute toxicity will refer to  the  case
when the endpoint, death, occurs in days, usually less than  60 days,
post exposure.  If 50 percent of those exposed die in 30 days, the
associated exposure is called the LD50/30.  If 50 percent die in 60
days, the associated exposure is called the LDSO/60-
     1.  Inhalation
         Thompson  (14) estimated that with an LDSO/30 for 23«PU-citrate;
in rats of 70 /jCi/kg, in mice of 70 fjCi/kg and in dogs of 20 pCi/kg
following intravenous injection, a minimum estimate of the internally
deposited dose which would be an LDSO/30 was 10 pCi/kg.  Based on  this
LDso/30 internal deposit of 10 MCi/kg in animals, the LD50/30 for  a 70
kg man would be 700 pCi, i.e., 10 mg of 2"Pu or 40 pq of 238Pu.   This
is roughly 80 mg of 23«Pu or 230 pg of 238Pu inhaled.
     Since curium and americum require a dose about 22% greater than
239pu to cause 50% lethality in 30 days (15), the approximate doses in
man which might produce an LD50 30 are: 241Am or 24*Cm, 854  pCi
deposited or about 264 jjg of 2**Am and 10 jjg of 2**Cm.  This would be
roughly 2. 1 mg of 241Am or 80 fig of z**Cm inhaled, if the same scaling
used for plutonium is applied.
     If the estimated dose is scaled according to the amount of isotope
per gram of lung, the dose required to produce an LDSO/30 would be
greater.  Using the data from Durbin (15), Thompson  (16)  and Wacholz  (1)
the estimated doses for an LDSO/30 are 11.25 to 19.44 ^Ci/gram of  lung
in the rat and 10 yCi/gram of lung in the dog.  If 10 fiCi/gram of  lung

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                                                                      316
is used as the LDSO/30 estimate, the dose required in man is 1000
This is equivalent to about 14 mg 239Pu, 60 jig 238Pu, 380 pg 24lAm or
14 pg 2«*Cm deposited in the lung; 112 mg 239Pu, 480 tig Z38Pu, 2.04 mg
2*»Am or 112 pg of 2**Cm inhaled.
     While these doses are lethal to 50% of the exposed animals in 30
days, curves shown by Buldakov, et al. (17) , indicate that early
mortality following an LD50,30 dose of plutonium may start within five
days after the exposure in rats,
     2.  Ingestion
         Acute ingestion toxicity has not been reported as a radiation
response following ingestion of transuranium elements.  Buldakov, et al.
(17), did observe 50% mortality in 99 days in rats fed 50 pCi/kg of
239Pu-citrate per day.  Acute ingestion toxicity in a 70-kg man would,
on this basis, require daily doses in excess of 50 mg 239Pu, 0.2 mg
23epu 1.1 mg 24iAm, or 41 jjg 2**Cm; with perhaps half that much required
if the mass of the gastrointestinal tract is used rather than total body
mass.

Subacute Toxicjty
     For purposes of discussion, subacute toxicity will refer to the
case when the endpoint, death, occurs more than 60 days but less than
many years post exposure.

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                                                                     317
     1.   Inhalation
         Large doses of inhaled transuranics will probably cause
fatalities in weeks to a year or so past exposure.  The major cause of
death will probably be radiation induced pneumonitis and pulmonary
fibrosis.  Baeza, et al« (18) , in a small number of patients, found
about 25% developed radiation pneumonitis after x-ray doses of 1500 to
2000 rads given across a two-week period.  This will be used as a lower
estimate of the radiation dose that will cause death due to radiation
pneumonitis and fibrosis.
     In animal experiments with inhaled 239PuO2 both rats and dogs could
be killed by pulmonary fibrosis (19).

Species      Total Lung      Dose Administered        whole Body
	      Dose  (rads)     	Lung	      	
Rat          20,000          0.7 pCi/g              3.0 MCi/kg
Dog          1600-1UOOO      0.3-0.2 nCi/g          0.2-1.U
     Based on these data, the subacute toxicity for inhaled transuranics
in man should start at 30 yCi lung dose.  This would be about 490 jig
23»Pu, 1.7 Mg 238puf 9.2 pg 2*»Am or 0.4 pg 2**Cm.
     2.  Ingestion
         Subacute lethality following ingestion has not been reported.
Any effects anticipated would be delayed effects (cancers).

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                                                                     318

                              CONCLUSIONS
     The whole question of peracute,  acute and  subacute  effects of
transuranics in man as outlined above is highly speculative.   The
extrapolations from animals to man may or may not have validity because
of other competing factors including  mass transport  phenomena.   However,
since human data are not,  and hopefully will  not become,  available,
extrapolation of animal data is the best method to estimate the order of
magnitude of human risk.

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                                                                      319
                               REFERENCES
1.    Wacholz,  B.W.  (1975).  Testimony at Hearings on the Liquid Metal
     Fast Breeder Reactor Program, WASH-1535.

2.    Stannard, J.N.  (1976).  Plutonium Toxicology and other Toxicology,
     pp 363-372 in The Health Effects of Plutonium and Radium, w.S.S.
     Jee, editor. The J.W. press. Salt Lake City, Utah.

3.    Toxic Substances List, 1974 Edition.  H.E. Christensen, editor.
     National Institute for Occupational Safety and Health, Rockville,
     Maryland.

4.    Toxicants Occurring Naturally in Foods  (1973).  National Academy of
     Sciences, Washington, C.C.

5.    Sullivan, M.F.  and R.C. Thompson (1957).  Absence of Lethal
     Radiation Effects Following Massive Oral Administration of
     Plutonium, Nature 180;651-652.

6.    Sullivan, M.F., Ruemmler, P.S., and J.L. Beamer (1975).  Acute
     Toxicity of Ingested Ruthenium-106, pp  111-114 in Pacific Northwest
     Laboratory Annual Report for 1974,  BNWL-1950, Pt. 1, Battelle-
     Pacific Northwest Laboratory, Pichland, Washington.

7.    Accumulation of Nitrate  (1972). Committee on Nitrate Accumulation,
     National Academy of Sciences - National Research Council,
     Wa shington, D.C.

8.    Wright, M.J. and K.L. Davison  (1964).  Nitrate Accumulation in
     Crops and Nitrate Poisoning in Animals, Adv^ Aqron.  16; 197-247.

9.    Druckrey, H., Steinhoff, D., Beuthner, H., Schneider, H., and P.
     Klarney  (1963).  Testing of Nitrates for Chronic Toxicity in Rats,
     Arzneimittel-Forsch 13;320.

10.  Lee, D.H.K. (1970).  Nitrates, Nitrites, and Methemoglobinemia,
     Environ. Research 3:484-511.

11.  Poison, C.J. and R.N. Tattersall (1969).  Clinical Toxicology, J.B.
     Lippincott Company, Philadelphia, PA.

12.  Smith, R.P. (1969).  The Significance of Methmoglobinemia in
     Toxicology, pp 83-113 in Essays in Toxicology, Volume I,
     F.R. Blood, editor, Academic Press, New York.

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                                                                     320
13.   Burden,  E.H.W.J.  (1966).  The Toxicology of Nitrates and Nitrites
     with Particular Reference to the Potability of Water Supplies,
     Analyst 86:U29-U33.

14.   Thompson, R.C.  (1974).  Effects of Plutonium in Animals, pp 56-63
     in Plutonium Information Meeting, Los Alamos, CONF-7U0115, U.S.
     Atomic Energy Commission, Cak Ridge, TN.

15.   Durbin,  P.M. (1973).  Metabolism and Biological Effects of the
     Transplutonium Elements, pp 739-896 in Uranium, Plutonium,
     Transplutonic Elements, Handbook of Experimental Pharmacology
     XXXVI, Hodge, B.C.,  Stannard, J.N., and J.B. Hursch, editors,
     Springer-Verlag,  New York.

16.   Thompson, R.C.  (1967).  Biological Factors, pp 785-829 in The
     Plutonium Handbook,  Vol. 2, O.J. Wick, editor, Gordon and Breach,
     New York.

17.   Buldakov, L.A., Lyubchanskii, E.R., Moskalev, Yu.I., and A. P.
     Nifatov  (1969).  Problems in Plutonium Toxicology,  translated by
     A.A. Horvath, edited by R.G. Thomas, LF-tr-11, Lovelace Foundation,
     Albuquerque, NM (1970).

18.   Baeza, M.R., Berkley, H.T., Jr., and C.H.  Fernandez (1975).  Total
     Lung Irradiation in the Treatment of Pulmonary Metastases,
     Radiology 116;151-154.

19.   Bair, W.J.,  Ballou,  J.E., Park, J.F. and C.L. Sanders (1973).
     Plutonium in soft Tissues with Emphasis on the Respiratory Tract,
     pp 503-568 in Uranium Plutonium, Transplutonic Elements, Handbook
     of Experimental Pharmacology XXXVI, Hodge, B.C., Stannard, J.N.,
     and J.B. Hursch,  editors, Springer-Verlag, New York.
                                   10

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                                                         321
INHALATION AND INGESTION MODELS FOR HUMANS

     EXPOSED TO RADIOACTIVE METERIALS
        Robert  E.  Sullivan,  Ph.D.
              February  1978
   U.S. Environmental  Protection Agency
       Office of Radiation  Programs
     Criteria and Standards Division
         Washington, D.C.   20460

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                                                                           323
                    INHALATION AND INGESTION MODELS
INTRODUCTION

     The two primary modes leading to internal radiation exposure are

the inhalation and ingestion of radioactive materials.  The estimation

of organ burden and exposure, as well as of the resulting dose rates

and doses, due to uptake by these pathways, is relatively complicated

and requires the adoption of mathematical models which depend on many

parameters.

A.   Inhalation

     Industrial hygienists have recognized for many years that the

inhalation of an aerosol carrying radioactive nuclides was a

potential  mechanism for damage to the respiratory tract as well as a

possible pathway for the translocation of inhaled radioactive material

to other internal organs.  The complexity of the biological phenomena

which govern transmission and elimination of such material makes

consideration of potential health effects due to the inhalation of

radioactive materials extremely complicated.  Even a first order

analysis of the process must consider the factors enumerated below:

     1.  The fractional deposition of inhaled material in the

respiratory tract depends on properties of the aerosol - size and mass

distribution, chemical form and charge - as well as on the

physiological characteristics - surface properties, configuration, and

breathing rate - of the lung.

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                                                                           324
     2.  The duration and extent of the exposure* depends  on  the

biological and physical mechanisms which  transport  the  deposited

material within the body.  These include  the various clearance  paths,

the nuclide half-life, the chemical form, solubility, and  the degree

of retention in each organ of interest.

     3.  The dose depends on the time integral of the activity  in  the

organ, the organ mass, the emitted energy, and the  fraction of  the

energy absorbed by the organ tissues.  For alpha emitters, this

absorbed fraction is assumed to be unity.  At present,  the organ mass,

breathing rate, and clearance times in the PAID code (see below)

correspond to a 30 year old working male.  Specific parameters  are

given  in the text.

     In some cases, H, the dose equivalent in rems  can  be  found by

multiplying the dose (rads) by quality and modifying factors  as

defined in ICRU supplement 19.  In the case of lung tissue, a

modifying factor has yet to be established for particulate sources  of

alpha  radiation.  Therefore, provisionally, 1 rad (a, lung) is

equivalent to 10 rem.  In actual practice the risk  can  be  calculated

in terms of rad (a, lung) and the use of  the dose equivalent  becomes

irrelevant.

     4.  The health effects depend on type of radiation, site of

energy deposition, susceptibility of the  organ to radiation damage,

and specific type of health effect considered.  Since the mechanisms
*The time integral of the activity is given the name  exposure  in
TTDD D<3TM~»-t- Jilfl
ICRP Report #10.

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                                                                           325
by which somatic and genetic damage are  inflicted  are  incompletely




understood, accurate stipulation of the  degree  and number  of  health




effects is also subject to unquantifiable uncertainties.




B.   Ingestion




     The ingestion of radioactive material  represents  another




pathway for internal radiation exposure.  While description of  this




pathway is generally considered to be  simpler than for inhalation,




due  to the direct deposition of all the  ingested material  into  the




gastrointestinal tract, treatment of the balance of the biological-




physical processes involved suffers from many of the same




limitations discussed above for the inhalation  mode.




     For ingestion, the critical  transfer mechanism appears to  be




the  absorption  of radioactive materials  into the systemic  blood.




Values for this fraction  have been studied  in animals  and, to a very




limited extent, in man but are still subject to large  uncertainties




which  strongly  affect projected doses  to internal  organs.  As a




consequence,  the health effects predicted will  be  subject  to




uncertainties until more  detailed data are  available.




C.   Models




     Reasonable estimates of internal  radiation doses  due  to




inhalation and  ingestion  require  that  a  consistent model  for  both




the  respiratory and gastrointestinal tracts be  employed.   While a




large  amount  of theoretical and experimental work  on such  models has




been done, the most widely accepted models  have been those developed

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                                                                          326
by members of the respective International Commission on




Radiological Protection (ICRP) task groups.




     The ICRP Task Group on Lung Dynamics (TGLD) has proposed a




model for the respiratory tract which has been well documented and




the parameters suggested for use in the model have been extensively




reviewed and, to some extent, improved in later ICRP publications




(Morrow, 1966), (ICRP, 1972).  Details of this model are given by




Morrow with the revised parameters collected by the ICRP.




Therefore, only a brief outline of the model is presented  here.   The




ICRP TGLD proposed model comprises three major compartments:  the




nasopharyngeal, the tracheobronchial and the pulmonary,  as shown in




Figure I, taken from ICRP Report #19 (ICRP, 1972).




                               FIGURE I

BONE

LIVER

OTHER

^—
1 /

J

X
BLOO
(J)
\


-7
(c)

\
s
(o)

(i

IkU
H
NAS.OPHARYNGEAL
REGION
D4< 	 ,
1
)
TRACHEOBJ

REGI
ION
ON
) '
/
PULMONARY
Ih) 13
rf 	 i


i/lPH
CHIAL

c.
REGION
T.
(d)
•7
(g)


G.I.
TRACT
fl

-------
                                                                            327
Each of these major compartments  is  divided into subcompartments,




corresponding to various  transfer mechanisms,  which are treated  as




essentially independent processes.   In addition, the associated




lymph nodes are appended  to  the  pulmonary compartment in one of  the




transfer chains.  Direct  deposition  through inhalation is only to




the three major compartments with the  fractional deposition to each




a function of the aerosol properties.   Subsequent transfer and/or




clearance is governed  by  the parameters specified for each




subcompartment, as  shown  in  Table I  (ICRP,  1972).




                                TABLE I




                AMI:NI>:;O CONSTANTS KIR UM; wim TGI.M CU;AKANC:I; MODEL
Region
N-l'
T-3
P
L
I'alhwaj
(a)
(b)
(c)
(d)
(c)
(0
(s>
(h)
(i)
Compound class
(0)
0.01 cl/0.5
0.0 1 d/0.5
0.01 d/0.95
0.2 d/0.05
0.5 cl/0.8
0.5 ci/0.2
0.50/1.0
(\V)
0.0 1 d/O.I
0.4 d/0.9
0.01 d/0.5
0.2 d/0.5
50d/0.15
1 cl/0.4
50 d/0.4
50 d/0.05
SOU/l.O*
(Y)
0.01 -(1/0.0 1
0.4 d/0.99
0.01 d/0.01
0.2 d/0.99
500 d/0.05
1 d/0.4
500(1/0.4
500 d/O.I 5
1000 d/0.9
Ultimate disposition  in  this model  is  to  the  systemic blood or to




the gastrointestinal  tract.




     The ICRP gastrointestinal  tract  (GIT)  model is documented in




(ICRP, 1959).  The model  comprises  a  four compartment,  as shown in




Figure II, tract consisting of  the  stomach,  small intestine and

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                                                                          328
lower and upper large intestine.  Parameters for this model are




given by the ICRP, (ICRP, 1959).




                              FIGURE II
     Although both models are described exhaustively in words,




neither of the ICRP groups has given mathematical descriptions for




these processes.  This lack has led to some confusion in attempting




to calculate doses and effects using the models.  For the present




treatment, several of the previous analyses have been reviewed and




discrepancies in the equations compared with the "official" verbal




descriptions of the models.  While some ambiguities may remain, the




present treatment has attempted to reconcile the ICRP descriptions




with the governing equations used in the EPA code "Plutonium Air and




Ingestion Dose (Sullivan, 1977).




     The PAID code calculates the dose from each radionuclide in a




two-member chain.  Such mother-daughter chains are of particular




interest in the dosimetry of transuranium elements because some have




a short half-life mother, e.g. curium-242, and others have a beta

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                                                                          329
emitting parent and an alpha emitting daughter, e.g. Pu-241.



Complete equations for two-member chain analysis are given  in



Reference 8.  The description here is confined to single



radionuclides.  This allows a simpler mathematical development.  The



extension of the LaPlace transform analysis, outlined below, to  the



chain problem is straightforward.



D.   The Respiratory-Gastrointestinal Tract Model



     The code used by the Environmental Protection Agency (EPA)



corresponds to descriptions of the physiological processes  as



contemplated by the originating ICRP groups.  In addition,  an



attempt has been made to keep the resulting mathematical



relationships as simple and understandable as practicable.  To this



end, the respiratory and gastrointestinal tract models have been



coupled as outlined below:



     The ICRP TGLD lung model implicitly assumes that the



physiological processes associated with each subcompartment operate



independently.  Thus, a general equation governing the behavior of



any member, either subcompartment or organ, in a chain of members



connected in series may be written as:



                        q£(t) = S£(t) - Vl£(t)                    (



where    q   =  the organ or subcompartment burden in the Hth organ



                (curies)



         S n  =  the source term for the &th member (curies)



          A.  =  the total, or effective, decay constant for the
           Xi


                radionuclide in the £th member (yr  )

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                                                                          330
The source term will vary, depending on  the  position  of  the  member

in the chain.  The only direct deposition in the  lung is  through

inhalation and is to k major compartments; nasopharyngeal,

tracheobronchial, and pulmonary.  These major compartments are

further divided into £ subcompartments, and  their associated

pathways, (a) through (h), see Figure  1.  For these subcompartments,

the source term will be:



where

                D, = deposition fraction for  the kth  compartment

                f  = fraction of D,  translocated through  pathway Si

and where I may be a quantity (curies) for acute intake or a rate

(curies/year) for constant continuous  intake, Table II.



                               TABLE II

       Breathing Rate - Male Adult ICRP Report #23 (ICRP, 1975)

                             Minute Volume        Duration
                            (liters/minute)      (hours/day)

         Light Activity            20.0                16
         Resting                    7.5                8

                                        4
         Average Daily Intake = 2.3 x  10  liters.



For ingestion, the initial compartment is the stomach  and the source

to this member is:

                                S = I

where, again, I may be either the annual intake in curies for

continuous ingestion, or a quantity (Ci) for an acute  intake.

                                   8

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                                                                           331
     For succeeding members of the chain,  the  only  source  is



material transmitted from the preceeding organ.  All  organs  or



sub compartments inferior in position are presumed to  have  no  initial



material content.  Therefore, for all subsequent organs
where £-1 refers to the preceeding member and  X   is  the  biological



decay constant.  It is obvious, from the last  equation,  that  each



equation in the chain is coupled to all preceeding equations  through



the source term.



     Coupled equations of this type are most readily  solved by  using



LaPlace transforms.  Application of the transform to  Equation 1
                                     VS)  + q?
whence                       q£(s)  =  (g  + ^                       (3)







and q, is the initial burden (Churchill,  1944).  The  initial  organ



burden for all organs inferior  to  the  first, £>1,  is  set  equal  to



zero.  Furthermore, the source  terms for  the first  organ  (or



subcompartment) are constant and their transforms will be:




                                    IDkf£
                           S (s) =   k
or                          ->-        s



                           Sl(8) =  I



To simplify the notation involved,  let the  constant part  of both of



these be represented by I" and  let  any initial  acute  deposition,

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                                                                          332
presumed to be present at t = 0, be represented by  I  .   The

general equation then becomes, in transform space,

                                              r
                         S  = 8(8   X^   (s + V


for the first member of the chain.  Using the transform of Equation

4 as the source in Equation 3, the equation for the second member

of the chain is seen to be


                          f2Xl I?             Vl Zo
               2      3(8 + A^CS + X2)   (S + \^(B + X2)


from which it is obvious that the equation  for each succeeding member


in the same series differs only by an  additional factor

(s + A) and, of course, by modification of  the coefficient by the


terms f^ and by X     the transmission fraction to the second


organ and the biological decay constant of  the first, respectively.


The general equation for the nth organ or subcompartment may then be


written as:


           qn(s) =  [  H  f,  A*?   ]  { - 5—^ - +  — n - ° - >   <6)
           n        £=i  l   A~1    s[ n (s + A )]     [  n (s + A )]
                                   i-1              £=1


where A  is defined as  1 and the first term corresponds  to the


continuous intake case  and the last  to the  acute case.   It is easily


noted that these terms  differ only by  the factor s in the  denominator


of the first.  A well-known theorem  in transform theory  states that


division of the transformed equation by s corresponds to integration


of the inverse transform between the  limits 0 and  t (Churchill,


1944).  Therefore, the  solution to the continuous  intake case is the
                                   10

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                                                                           333
integral of the acute intake case.  The time integral  of  the  organ


burden equation is defined as the "exposure", Q  (T), in ICRP,  1969.
The general equation for the exposure, in  transform  space,  to  any


organ is obtained by dividing both terms of Equation 6  by  s.



           ^(s) = [ n f£ Ab  ] {~2	 +	}      (8)
     Inverse transforms for equations of  this  form  are  readily  found


using an extension of the Heaviside partial  fraction  expansion


(Churchill, 1944).  Applying this expansion  to  the  first  term of


Equation 6 yields a general solution for  the nth  organ  burden in  the


continuous intake case:

                          IL       n        K1e~Ait
                         n        i=l        n
                         n(A.)         -x±  [ n  (-A± + Xj)]
             n      b
where K. =   n  f  A
        1    1=1
and  A  is defined as  1.


      For the acute case, corresponding  to  the  second  term of  Equation


6, the  removal of the s in  the  denominator is  equivalent  to

differentiation with  respect  to t  (Churchill,  1944).   Performing this


differentiation on Equation 9 yields  the  solution  for the organ burden


for  acute intake which is identical to  Equation  9  if  the  first term is
                                        i     i
omitted and K. is replaced  by K. -»• -A.I K. /I  .   Inverse



                                   11

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                                                                           304
transforms for equations containing repeated  linear  factors,  while


somewhat more tedious to calculate, are still straightforward


(Churchill, 1944).  The general solution to the  first  term of Equation


8 for the exposure is


                             KnT            K.e"XiT
                                         9
                            n(V      -**  [IU-A. + A.)]


where the indices run as in Equation 9.  This solution may perhaps,  be


more readily verified by conventional integration  of the burden


solution, Equation 9.  The solution for  the exposure due to acute


intake then follows from the treatment outlined for the acute burden


but, as described above, is identical to Equation  9.  For the lung,


the average dose is defined here as the  average dose to the pulmonary


compartment (with a mass of 570 grams) which, for  Class Y compounds,


receives the greatest dose.  This dose can be used  to determine an


upper bound on the risk of  lung cancer.  The dose  rate and dose are


defined in terms of the organ (or subcompartment)  burden and exposure


as:             D(t) = 51.2 -- q (t)                                 (11)
                            £%  n

and             D(T) = 51.2 -£- Q (T)                                 (12)
                            Mn  n

where


         e  =   the absorbed energy (MeV) per disintegration for a


                particular isotope and organ pair.


         m  =   the mass of the organ (grams)


 and the result is in rads (ICRP, 1968).


     Finally, the health effects are estimated by  multiplying the dose


for each organ by the number of effects expected per unit dose.
                                   12

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                                                                           335
E.  Solutions for a Single Radionuclide



     Due to similarities in each of  the  terms  of  Equations  9 and 10,



the solution for each succeeding organ may be  found  by  iterating on



the previous solution.  For example, consider  the chain consisting of



the lung subcompartment , h, which transfers material  to the lymph



nodes, i, and, thence, through the systemic blood,  to a reference



organ, n.  From Equation 9, the solution  for the  burden in  the  h



subcompartment, for the acute intake case, is:


                           qh(t) = ID5fh[e~V]



                                            1      2
Representing the terms in this solution by H   and H  , the solution



for the lymph node is:                „           _,

                              l ,    H      .      e  i    ,
                              ^
                   r \   ^
                 q.(t) = f .
                                          _        .    h




and, using L for those terms, the solution  for organ n is:



                            2            3              —X t
      ,,_,.,b  Tl r _ L _ , __ L _ . __ e  n _ -•

    VU  ~  n i  L  l(-X,  + X )   (-X. + A ) + (-X  + X,)(-X  + X.)J
                         hn       in       nnnx



     To simplify the coding as much as possible,  the procedure



followed is to obtain the solutions for each subcompartment  in a chain



by starting with the first and modifying  succeeding ones  as  indicated



above.  When the solutions for all the chains are  found,  they are  then



summed to obtain the total doses for each major compartment  or organ.



     For ingestion, there is only one  initial compartment, the



stomach, and, therefore, only one chain.  Since,  in the ICRP model of



the gastrointestinal tract, the only transfer of material to the blood



is accomplished in the small intestine, only the  stomach  and small



intestine  ICRP compartments are built  into  the program.   If  results
                                   13

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                                                                          336
for the upper large intestine (ULI) and the lower large intestine




(LLI) are desired, they must be run as reference (user supplied)




organs.




     Two additional modifiers for the equations must also be




considered.  First, for material which is transferred through the




gastrointestinal tract, the additional fraction f, (transfer from




small intestine to blood) must be used as multiplier for organs




inferior to the small intestine.  Second, for material transferred




through the systemic blood, the fraction f_ (fraction from blood to




reference organ) must be incorporated into the product of the




transmission fractions.  These parameters are automatically inserted




into the chains by the program.




     Solutions for the mother-daughter chains follow the same form as




those shown alone, but are of course more complex due to consideration




of the multiplicity of sources for the daughter radionuclide.  The




daughter may be formed by decay of the mother radionuclide in a given




compartment or may enter that compartment due to decay in and




subsequent transfer from all previous compartments.  The solutions are




complex, see Reference 8.
                                   14

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                                                                          337
                               REFERENCE

1.    Morrow,  Paul E.,  "Deposition and Retention Models for Internal
     Dosimetry of the  Human Respiratory Tract," 1966,  Health Physics,
     12,  1973.

2.    International Commission on Radiological Protection (ICRP)
     Publication 19,  1972 (New York:   Pergamon Press).

3.    International Commission on Radiological Protection (ICRP)
     Publication 2, 1959 (New York:   Pergamon Press).

4.    Churchill, Ruel  V., 1944, Modern Operational Mathematics in
     Engineering (New York:  McGraw-Hill).

5.    International Commission on Radiological Protection (ICRP)
     Publication 10A,  1969 (New York:  Pergamon Press).

6.    International Commission on Radiological Protection (ICRP)
     Publication 10,  1968 (New York:   Pergamon Press).

7.    International Commission on Radiological Protection (ICRP)
     Publication 23,  1975 (New York:   Pergamon Press).
                                                          •
8.    Sullivan, Robert E., "Plutonium Air Inhalation Dose (PAID)"
     ORP/CSD Technical Note 77-4, July 1977.
                                   15

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                                                             339
                  EVALUATION OF

    SAMPLE COLLECTION  AND ANALYSIS TECHNIQUES

           FOR ENVIRONMENTAL PLUTONIUM
                David  E.  Bernhardt
                     May  1976
 Formally Published as  Technical Note ORP/LV-76-5
       U.S.  Environmental  Protection Agency
Office of Radiation Programs  - Las Vegas Facility
             Las Vegas,  Nevada   89114

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                                                                   340
                             PREFACE


     The Office of Radiation Programs of the U.S.  Environmental
Protection Agency carries out a national program designed to
evaluate population exposure to ionizing and non-ionizing
radiation, and to promote development of controls  necessary to
protect the public health and safety.  This literature survey was
undertaken to assess the available information concerning
sampling and analysis techniques for environmental concentrations
of plutonium.  Readers of this report are encouraged to inform
the Office of Radiation Programs of any omissions  or errors.
Comments or requests for further information are also invited.
                               n

                                ^cvJ
                                Donald W.  Hendricks
                                Director,  Office of
                              Radiation Programs, LVF
      This  report  has  been  reviewed  by  the  Office  of  Radiation
 Programs  -  Las  Vegas  Facility,  Environmental  Protection Agency,
 and  approved  for  publication.   Mention of  trade names  or
 commercial  products does not  constitute  endorsement  or recommend-
 ation for  use.
                                111

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                                                                  341
     EVALUATION OF SAMPLE COLLECTION AND ANALYSIS TECHNIQUES

                   FOR ENVIRONMENTAL PLUTONIUM



                            ABSTRACT
     Information concerning sampling and analysis  techniques for
plutonium in the environment is presented and evaluated in this
report.  Consideration is given to available techniques and their
applicability to various situations, sensitivities of the tech-
niques, and the validity and reproducibility of results.

     Soil is the primary reservoir for plutonium in the environ-
ment but inhalation, with the resulting lung dose, is the primary
pathway for human exposure.  This evaluation is therefore primar-
ily oriented toward sampling and analysis of soil  and air, with
secondary consideration of other environmental media.
                               IV

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                        TABLE OF CONTENTS

                                                            Page

ABSTRACT                                                      iv

LIST OF FIGURES                                              vii

LIST OF TABLES                                               vii

INTRODUCTION                                                   1

  Objective                                                    1
  General Status of Techniques and Their Evaluation            1

DIRECT FIELD MEASUREMENT TECHNIQUES                            4

FIELD COLLECTION TECHNIQUES FOR SOIL                          10

  Soil Sampling Techniques                                    12
  Potential Sampling Errors                                   18

    Bulk Density                                              18
    Significance of Sampling Depth                            20
    Discrete Particulate Material                             28

PARTICLE SIZE DISTRIBUTION OF PLUTONIUM IN SOIL               40

AIR SAMPLING TECHNIQUES                                       46

  Physical Characteristics of Aerosols                        47
  Types of Air Samplers                                       49

   Mass or Filter Type Samplers                               50
   Electrostatic Precipitation                                51
   High-Volume Cascade Impactors                              51
   Air Elutriator and Centrifugal or  Cyclone Samplers         54
   Combination Electrostatic Precipitation and Cascade
      Impaction                                                56

  Types of Filtration Material                                56

  Ambient Concentrations of Naturally-Occurring Alpha
   Emitters                                                   58

  Analysis of Air Samples                                     59

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                                                                  343
                                                            Page

SAMPLES ANALYSIS TECHNIQUES                                   61

  Analytical Sensitivity                                      61
  Sample Types                                                71
  Review of Analytical Techniques                             73

    Sample Preparation and Dissolution                        75
    Chemical Separations                                      77
    Electrodeposition                                         77
    Sample Counting Techniques                                79
    Calculation of Sample Activity and Estimation of
     Analytical Error                                         83

  Discussion and Comparison of Techniques                     84

    Sample Size                                               86
    Sample Dissolution                                        86

ANALYTICAL VARIATION AND REPRODUCIBILITY                      91

SUMMARY AND CONCLUSIONS                                       99

REFERENCES                                                   106

APPENDICES                                                   116

  A.  Workshop Recommendations on bampiing and Analysis      n6

  B.  Radionuclide Information                               139

  C.  Frequency Distribution for Analyses of
       80 Replicate Soil Samples                             140
                               VI

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                                                                  344
                         LIST OF FIGURES

Number                                                      Page

  1  Correlation between plutonium concentrations
      and FIDLER readings                                      8

  2  Histogram of weight per unit area for 72 soil samples
      from vicinity of Trinity, New Mexico (From Douglas,
      EPA/ORP-LVF, unpublished data)                          21

  3  Cumulative frequency plot for a true value of 10         65

  4  Histogram of blank or background plutonium-238
      soil samples                                            70

  5  Histogram of ratio of duplicate soil sample results
      (LFE/MCL) from Enewetak                                 95

  6  Histogram of ratio of duplicate soil sample results
      (EIC/MCL) from Enewetak                                 95


                         LIST OF TABLES

Number                                                      Page

  1  Sensitivities and Calibration Factors for
      FIDLER Instrument                                        5

  2  Estimated Correlations Between Laboratory Gamma
      Scans for Americium-241 and Plutonium-239, -240,
      and Between FIDLER Cpm of Americium-241 and
      Plutonium-239, 240                                       7

  3  Approximate Costs for Soil Sample Collection
      and Analysis                                            10

  4  Sample Collection Techniques                             17

  5  Percentage Plutonium Distribution in Soil as
      a Function of Depth                                     23

  6  Comparison of Surface and Profile Samples                26

  7  Comparison of Plutonium Soil Sampling Data               28

  8  Plutonium Particle Characteristics                       29

                               vii

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                                                                   345
                   LIST OF TABLES (Continued)

Number                                                      Page

  9  Reproducibility of Analyses Using 10-Gram
      Aliquots of Prepared Soils                              31

 10  Comparative Analyses of Plutonium-239 in Soil            34

 11  Pertinent Statistics for Plutonium-239 Results from
      Selected Sample Groups                                  36

 12  Interlaboratory Comparison of Mound Laboratory and
      EPA Results of Plutonium-238 in Soil and Sediment       38

 13  Soil Mass and Plutonium Associated with Various
      Particle Size Fractions of Soil                         43

 14  Soil Size Mass and Activity Fractions of Various
      Investigators                                           44

 15  Radionuclide Levels in Air Filters                       58

 16  Summary of MDA's for Plutonium in Environmental Samples  68

 17  Plutonium in Blank and Low Level Samples                 67

 18  Minimum Detectable Concentration                         72

 19  Americium-241 Ingrowth into Plutonium Samples            84

 20  Summary of Dissolution Techniques                        85

 21  Soil Leaching Experiment                                 87

 22  Leaching Versus Fusion of Soil Samples                   89

 23  Leachability of Plutonium from Standard Soil No. 3       89

 24  Plutonium Left in Vegetation Ash After Acid Leaches      90

 25  Summary of Analytical Variability or Reproducibility     93

 26  Variability of Analytical Results                        96

 27  Variability of Environmental Soil Sample Results         97

 28  Summary of Variations Associated with Analytical
      Results and Sampling and Analysis Results              104
                              Vlll

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                                                                  341
                         ACKNOWLEDGMENT


     The author gratefully acknowledges the assistance and
advice of numerous individuals in the preparation of this report.
Special recognition is extended to Messrs.  W.  A.  Bliss,
E. W. Bretthauer, J. W. Mullins, and Dr.  P. B. Hahn of the
Environmental Protection Agency (EPA),  Office  of Research and
Development, Environmental Monitoring and Support Laboratory
(EMSL) in Las Vegas, Nevada.  This facility was formerly known as
the National Environmental Research Center - Las Vegas (NERC-LV).
Recognition is also given to Drs.  Guy L.  Merrill, Jr.  and Wes
Efurd of the Air Force McClellan Central  Laboratory; Messrs. R.
Robinson and W. H. Westendorf of the Monsanto  Research Corpora-
tion, Mound Laboratory, in Miamisburg,  Ohio; and Mr. Eric Geiger
of Eberline Instrument Corporation.

     Thanks are also extended to Dr. Gordon Burley, Ms. Mary K.
Barrick, and Mr. Thomas C. Reavey for their assistance in review
of drafts of the report.  The indicated thanks to the above
individuals does not exclude gratitude to the  many additional
people, some of whom are referenced in the text, who assisted the
author in compilation and evaluation of the information in this
report.

     The author, although recognizing the assistance of many
people, accepts full responsibility for the content of this
report.
                                IX

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                                                                  347
                          INTRODUCTION
OBJECTIVE

     The objective of this report is to review and evaluate past,
present, and proposed environmental sample collection and analy-
sis techniques for the measurement of plutonium and associated
transuranic elements.  Consideration is given to the various
available techniques, their applicability to various situations,
sensitivities of the techniques, and reproducibility of results.

     Soil sampling appears to be the predominant technique for
assessing accumulative environmental levels of plutonium (AEC,
1974).  Thus, emphasis in this review has been placed on soil
sampling and analysis, although consideration is given to other
media, especially air sampling.  Air sampling is emphasized be-
cause of the predominance of the inhalation pathway for plutoni-
um.  The review is largely based on published information from
nationally recognized laboratories, although some unpublished
data, which may include unintentional bias, is included.


GENERAL STATUS OF TECHNIQUES AND THEIR EVALUATION

     There are several published intralaboratory evaluations of
analytical techniques (e.g. Chu, 1971; Bishop et al., 1971; Sill,
1971; Sill and Hindman, 1974).  There are also several reports
containing limited data from interlaboratory comparisons (Krey
and Hardy, 1970; AEC, 1973; Sill and Hindman, 1974).-  These
studies have largely dealt solely with analytical techniques for
soil samples, with limited consideration of the interaction
between sample collection and analytical techniques.  Krey and
Hardy (1970) and Bliss (1973) present some data on the inter-
action of both collection and analysis, but there does not appear
to be any comprehensive evaluation of both collection and ana-
lytical techniques.

     Most analytical cross-check programs intra- or interlabora-
tory are done with samples containing plutonium concentrations
significantly above background (roughly 0.05 pCi/g of dry soil
for a 5 cm depth sample).  But, there are several limited groups
of data available for replicate analyses of samples containing
near-background plutonium levels.  These are reported by Sill
(1971), AEC (1973), Krey and Hardy (1970), and Butler et al.
(1971).

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                                                                  348
     Much of the difficulty with the sampling and analysis of
soil samples appears to relate to the discrete particulate nature
of plutonium contamination under some circumstances.  The poten-
tial refractory nature of plutonium, along with the potential for
producing refractory material during sample preparation aggra-_
vates the inherent difficulties and complexities of the analysis
(Sill, 1971; and Sill and Hindman, 1974).

     Although there are considerable variations and potential
inadequacies in past techniques, and to a lesser extent in cur-
rent techniques, there is cause for optimism for improvements, or
at least standardization, in the near future.  In May 1974, the
Atomic Energy Commission (now Nuclear Regulatory Commission-NRC)
issued Regulatory Guide 4.5, "Measurements of Radionuclides in
the Environment, Sampling and Analysis of Plutonium in Soil"
(AEG, 1974).  This Guide outlined generally compatible and sup-
plementary collection and analysis techniques.  In April 1974,
the Environmental Protection Agency (EPA), National Environmental
Research Center-Las Vegas (NERC-LV; now known as Environmental
Monitoring and Support Laboratory, EMSL)  sponsored a workshop on
soil collection and analysis techniques.  A summary of this
workshop (attached as Appendix A) and the tentative reference
method developed from it (Bretthauer et al., 1975) were issued in
1975.

     The following paragraphs are extracted from the EPA criteria
for standard methods (EPA, 1973).

     "Sampling is the removal from the environmental continuum of
a portion of the pollutant for detailed investigation.  Sampling
involves containerizing a discrete volume of polluted air, water,
soil, or biological materials, or it may involve partitioning the
pollutant directly from these media into a filtering or absorbing
device or into another fluid  (e.g., the absorption of the sulfur
dioxide pollutant in air into a solution of potassium tetra-
chloromercurate).  Additionally, it includes those procedures
necessary to preserve the sample.  In all of these sampling
methods, we must accurately know what fraction of the pollutant
passes from the environmental continuum into the sample.  Stan-
dardization of the sampling method establishes the reproduci-
bility of this relationship.  This relationship must be shown to
be stable or to follow predictable changes from the time the
sample is taken to the time the sample is worked up for analysis."

     "Sample work-up consists of the preparation of the sample by
concentration of pollutant, removal of interfering substances,
etc., for the analytical procedures to follow.  It must be estab-
lished that all pollutant losses during sample work-up can be
quantitatively accounted for and are reproducible within statis-
tically acceptable limits."

     "Analytical methods are designed to give accurate estimates
of the true amount of pollutant remaining in the worked-up

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                                                                  349
sample.   The standardization procedure assures that these values
are reproducible within statistically-acceptable limits.  The
value derived from the analytical method adjusted for predictable
losses in sampling and sample work-up gives the estimation of the
true concentration of the pollutant in the environmental con-
tinuum."

     "The reference method is the best, readily available method.
Under most circumstances, it will be expected that the reference
method will be the method of choice of most user laboratories.
When other methods must be used for any reason, their equivalence
to the performance characteristics of the reference method must
be demonstrated to assure that data generated by their use is
equivalent to that generated by the reference method and that
statistically valid comparisons can be made between such data and
that generated by use of the reference method."

     EPA started a standards distribution program for plutonium-
239 and americium-241 in December 1973 (EPA, 1974a).   A plutonium-
239 cross-check program for water samples (<10 pCi/1) was initi-
ated in 1974  (EPA, 1974b).

     A basic problem in most environmental monitoring programs is
inadequate coordination of the sampling and analytical programs.
This is exemplified by a field program where significant efforts
are made to obtain unbiased soil samples representative of the
sampled area.  This sample may represent kilograms of material.
The analyst, in order to insure complete dissolution of the mate-
rial, analyzes a one- or possibly ten-gram aliquot of this
sample.  If the plutonium contaminant is of a discrete particu-
late nature, replicates from this sample can vary by several
orders of magnitude (Bliss, 1973).  Therefore, the objectives of
the monitoring program must be continually examined and reevalu-
ated.

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                                                                  350
               DIRECT FIELD MEASUREMENT TECHNIQUES


     The most viable means of field measurement for plutonium
contamination appears to be the FIDLER (Field Instrument for
Detecting Low Energy Radiation) instrument developed by the
Lawrence Livermore Laboratory (Tinney et al., (1969).   The FIDLER
uses a thin Nal or CaF crystal (Piltingsrud and Farr (1973)) and
photon pulse height discrimination to detect  the 17-keV X-rays
from the progeny of plutonium, or the 60-keV  gamma photon of
americium-241.  Although the sensitivity of the FIDLER instru-
ment, ideally about 130 nCi/m2, is about two orders of magnitude
above ambient background levels of plutonium  (nominally 1-2 nCi/nr
of plutonium-239, it provides significantly greater utility for
contamination surveys than the prior alpha detection survey
instruments.

     Minimum sensitivities or calibration factors in terms of
pCi/m2 are generally not stated for most alpha survey meters
(Dummer, 1958).  Survey instruments are generally only designed
for assessing the relative degree of contamination.  Information
from general sources, including Dummer (1958) indicates a general
sensitivity, under ideal field conditions, of about 5-10 pCi/cm2
(50-100 nCi/m2).  The response relationship is about 500 cpm per
100 nCi/m2.  However, these relationships assume that the alpha
activity is essentially emitted from an infinitely thin layer of
contamination on a smooth surface.  Further,  the measurement is
made with a fragile mylar-windowed probe, which must essentially
be placed in contact with the surface.  A layer of moisture (dew)
essentially will shield out the alpha particles.  There are
problems of fracturing or contaminating the probe.  Vegetation or
rocks make it very difficult to place the probe near the surface.
Measurements taken at one centimeter from the surface are in
error by roughly a factor of two  (Dummer, 1958).

     Table 1 presents sensitivities and calibration factors for
the FIDLER instrument.  These values are based on a nominal
background of 200 cpm for the 17-keV region and 600 cpm for the
60-keV region.  These values assume the background is known
within counting error variations.  The 17-keV sensitivities
relate to a net background counting rate of 75 cpm, above the
background of 200 cpm.  Thus, an uncertainty in background of 100
cpm, which is possible assuming the background was determined in
a distant contamination-free area, introduces a factor of two
error.

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         TABLE 1.  SENSITIVITIES AND  CALIBRATION  FACTORS
                     FOR FIDLER INSTRUMENTS

                     (1/16" Nal(Tl) crystal)
   Nuclide
Energy     Minimum
Region   Sensitivity
 (KeV)     (nCi/m2)
 Response      Minimum
(cpm/nCi/m2)  Sensitivity
            Point Source
               (nCi)
                                                                   351
Plutonium- 2 38
Plutonium- 2 39
Americium-241
Americium-241
100% photon
100% photon
17
17
17
60
17
60
56
130
19
36
7
13
1.3
0.58
3.9
36
10.1
100
28
63
9.4
19
3.6
6.9

     Lindeken et al.  (1971) studied  the background  in  the  17-to
60-keV energy region.  He concluded  that  although the  background
may vary by a factor  of two in adjacent areas,  the  energy  spec-
tral shape, or the percentage of the background per 10-keV
interval, varied by less than 5 percent.   Thus, in  the absence  of
general fission product gamma fluxes,  the  background at about  80
keV (Compton continuum) can be measured within  an area of  suspec-
ted plutonium contamination, and the background in  the 17- and
60-keV regions estimated.  This technique  can be used  to supple-
ment or replace other background readings,  to minimize the errors
associated with variations in background.

     Piltingsrud and  Farr (1973) report on  a modified  FIDLER-type
instrument using a CaF(Eu) crystal.  The  modified instrument  is
amenable for field repair and costs  less  than the NaI(Tl)-type
instrument.  A sensitivity value of  about  twice that for the
Nal(Tl) instrument is reported.

     Tinney et al. (1969) report field tests for the NaI(Tl)-type
FIDLER at the Nevada  Test Site.  They  estimated the actual
background to be 400  counts/min, with  a corresponding  sensitivity
of about 300 nCi/m2.  It was noted that although alpha survey
instruments indicated a higher count-rate  for selected point
sources, it was necessary to use the FIDLER to  find these  sources,
Furthermore, this field test indicated that for general contamin-
ated areas, the FIDLER cpm readings were  roughly ten times the
alpha instrument readings, versus the  theoretical ratio of about

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                                                                  352
0.1.   This indicates the poor efficiency of alpha monitoring in
the field (actual versus theoretical).

     REECO reported (NAEG, 1971) that at NTS, with a depth-
dispersed source of plutonium-239,  most of the 17-keV X-rays were
absorbed in the soil.   Even using the americium-241 60-keV photon
required a correction factor of three.   The use of the FIDLER
with a multichannel analyzer readout was also suggested for areas
with general fission product contamination.

     Gilbert and Eberhardt (1974) present data for plutonium-239:
americium-241 ratios based on laboratory analysis for both
nuclides, and on plutonium-239 laboratory analysis versus FIDLER
estimates for americium-241 from NTS.  The data are summarized in
Table 2, taken from Gilbert and Eberhardt.  The data indicate a
change in the plutonium-239:americium-241 ratio by isopleth.  The
isopleths were relative concentration lines determined by FIDLER
surveys.  Except for the Clean Slate I  and II sites, there is
good correlation between the plutonium and americium ratios
within the isopleths.

     The ratios and correlation of the plutonium-239 to americium-
241 60-keV FIDLER readings are also given in Table 2.  Although
the correlation improves with an increase in plutonium concentra-
tion, the correlation indicates there is little direct relation-
ship.  Figure 1 presents scatter diagrams of the plutonium-239
versus americium FIDLER data.

     Although the FIDLER is an effective instrument for mapping
general areas of contamination, its use as an accurate predictor
of plutonium concentrations in surface soils appears to be
limited, based on the NTS situation.  Additonal field evaluations
are necessary for a more specific conclusion.

     Stuart of EG and G reports  (1971)  the use of gamma spectros-
copy from an aerial platform for measurement of americium-241 in
soil.

     Due to the disagreement between published values of half-
lives, and X-ray and photon yields for plutonium and americium,
various values are summarized in Appendix B.

     In summary, although the minimum sensitivity for the FIDLER
is indicated as 130 nCi/m2 for plutonium-239, this relates to
only 75 cpm above minimum background values of 200 cpm.  Given
the variability in background with values up to 400 cpm, or more,
extreme care has to be exercised to accurately assess net contami-
nation at 200 or even 500 nCi/m2.  Without an accurate knowledge
of background, values at these levels would have uncertainties
approaching 50-100 percent.  The data in Table 2 and Figure 1
indicate that even at 100 dpm/g  (roughly  50 pCi/g or 500 nCi/m2),
there is limited correlation between the  FIDLER results and
plutonium-239 radiochemistry results.  Use of the 60 keV gamma

-------
                   TABLE 2. ESTIMATED CORRELATIONS BETWEEN LABORATORY GAMMA SCANS FOR
                  AM-241 AND PU-239-240, AND BETWEEN FIDLER CPM OF AM-241  AND PU-239-240
                                   (from Gilbert and Eberhardt, 1974)
                                          Lab Gamma Scans for
                                          Am-241 vs Pu-239-240
FIDLER vs Pu-239-240


Area 13





Area 5

TTR




Isopleth
1 < 1000 cpm
2 1-5,000 cpm
3 5-10,000 cpm
4 10-25,000 cpm
5 25-50,000 cpm
6 > 50,000 cpm
1
5
Clean Slate I
Clean Slate II
Clean Slate III
Double Track
No. of
Samples
24
28
15
20
20
46
24
10
10
9
22
8
Estimated
Correlation
0.98
0.85
0.98
0.99
0.99
0.95
0.93
0.99
0.73
0.54
0.91
0.99
Average
Ratio ± S
12.6 ±
14.2 ±
9.4 ±
8.8 ±
8.8 ±
9.4 ±
11.9 +
10.9 ;
31.7 ±
37.0 ±
21.7 ±
28.7 ±
Pu/Am
.E. ttt
0.9
3.9
0.4
0.2
0.3
0.3
1.0
0.6
5.6
10.8
2.2
1.4
No. of
Samples
20
28
14
15
20
46
45
15
__
__
—
— «-
Estimated
Correlation
0.19t
0.33tt
0.5ltt
0.40tt
0.69tt
0.69tt
0.54t
0.76t
____
— __
	
....
tFIDLER 60-kev readings not corrected for background (correcting often resulted in negative
    readings).
ttFIDLER 60-kev readings corrected for background.
tttThese are appropriate only if the Pu/Am ratio remains constant as the Am Value varies.   See
    text for further comments.
                                                                                                              CO
                                                                                                              CJ1
                                                                                                              CO

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                                                                   354
  o>

     250
     200
     150
     100
      50
        AREA 13
        ISOPLETH 1 MOOOCPM)
                                                 n =  20
                                     CORRELATION = 0.19t
                     I
I
'INCLUDES DATA POINT
 (4000 CPM, 671 dpm/g)
 NOT SHOWN ON GRAPH
     .	I	.
                   2000         4000        6000
                   FIDLER "'Am CPM (UNCORRECTED)
                       8000
          AREA 13

          ISOPLETH 2 (1.000-5,000 CPM)
       600
       600
       400
     a
     N
     r 300
       200
       100
                    n =  28
            CORRELATION = 0.03 t
           t INCLUDES DATA POINT (2400 CPM,
            1280 dpm/g) NOT SHOWN ON GRAPH
                               I
         I
                   1000        20OO        3000

                      FIDLER "'Am CPM (CORRECTED)
                  4000
Figure 1.  Correlation between Plutonium  concentrations  and
           FIDLER readings,  (from Gilbert  and Eberhardt,1974)

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                                                                 355
from americium-241  for  field measurements is not recommended
where the age of the  material  and  the original percentage of
plutonium-241 is not  known.

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                                                                  356
              FIELD COLLECTION TECHNIQUES FOR SOIL
     The sampling or program mission and intended use of the
sample results is of utmost concern in defining the adequacy of
sampling techniques.  The efforts and costs 'associated with
sampling as well as the costs of analyzing unnecessary samples
make it expedient to relate sampling techniques to the intended
use of the data.  Table 3 presents approximate costs for sample
collection and analysis.  The values for collection include
nominal driving times between sampling sites.
           TABLE 3.  APPROXIMATE COSTS FOR SOIL SAMPLE
                     COLLECTION AND ANALYSIS
Sample Collection

     Surface Sample


     Depth Profile
     (3 to 5 samples)

Plutonium Analysis

     1 gram by Dissolution

    10 gram by Dissolution

    10 gram by Fusion Tech.
                                  Cost
$10-20
 25-50
100.00

100.00

150.00
           Man-hours
           per Sample
 2

4-5
     There are three primary considerations in sample collection

     1.   Selection of the general area to be sampled; e.g.,
          undisturbed, type and amount of vegetation, size of
          rocks, etc.

     2.   Determination of sample depth.

     3.   Compositing material from an adequate sample area.


                                 10

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                                                                  357
Appendix A, the summary report from the NERC-LV workshop,
includes an extensive discussion of sampling techniques and
necessary considerations.  AEG (1974) also discusses the cri-
teria.

     The intent of sampling programs can generally be related to
one or more of five specific objectives:

     1.   Sampling for low levels, such as those associated
          with world-wide fallout, to establish base line or
          background concentrations.  The deposition of the
          contaminant is generally fairly uniform.

     2.   Sampling to determine the occurrence of a release
          associated with a specific facility, or accident at a
          specific location.  The deposition levels and distribu-
          tion may vary with direction and distance from the
          point of release  (Sill, 1971).  This includes deter-
          mining the inventory.

     3.   Sampling to determine the deposition during various
          chronological periods of time.  The objectives would
          relate to surface samples or possibly samples from
          various depths that had been covered at a specific
          point in time.

     4.   Profile sampling to determine movement of material
          through the vertical profile.  The sampling technique
          would be similar to general profile sampling, but
          samples should not be composited and depths should
          correspond to the soil horizons.

      5.   Sampling to determine quantities of source material
          readily available for resuspension; i.e., normally the
          surface one-eighth to one-half inch of soil.

     Common sampling techniques are not oriented to resuspension.
Thus,  pertinent comments and techniques are discussed in the next
section.

     The required accuracy and sensitivity in conjunction with
the analytical sensitivity of results must also be considered
prior  to selecting the sample collection techniques; e.g.,
dilution of the plutonium concentration in the surface layer by
soil with a lower plutonium concentration from deeper profiles.
The surface area represented by a sample and the allocation or
splitting techniques used to select the final aliquot that is to
be analyzed must be such as to meet the necessary resolution
between the results based on the sampling mission objectives.
Furthermore, the sampling parameters  Cdepth and area) must be
such as to give reproducible results.  Michels (1971), in an
analysis of data from around the Rocky Flats Plant concludes that
Poet and Martell's (1972) sampling techniques probably introduced
artificial variability in their results due to inadequate

                               11

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                                                                      8
sampling depth.  This made it difficult to differentiate between
plant and world-wide contamination.

SOIL SAMPLING TECHNIQUES

     Two basic techniques are presented in AEC (1974).  The
techniques are generally referenced to their developers; i.e.,
the HASL and NAEG techniques.  They have similar philosophies,
and generally are supplementary in that they are applicable for
different soil types.  The site selection criteria, outlined
below, are similar for both techniques:

     1.   Select general sample locations based either on general
          areas around a site, average geographical distribution,
          or on a random basis (random numbers referenced to a
          geographical grid).

     2.   Pick undisturbed sites for actual sampling.  This may
          require abandoning certain sites if the selection of
          general location is based on random numbers.  Although
          usually unacceptable, disturbed sites,  blow sand, dams,
          or recent landfill may be appropriate for certain
          mission objectives.

     3.   Pick open, generally flat areas where there are no
          nearby potential anomalies, such as near buildings or
          trees.  Also avoid stream beds, dry wash bottoms, and
          hillsides.

     4.   Pick areas away from rock outcrops and with generally
          uniform vegetation coverage.  Try to insure that the
          soil grain size is compatible with the sampling method.

     5.   Soil having high earthworm activity should be avoided
          due to the abnormally high vertical mixing.

     6.   Locations should be roughly 120 m (400 ft) or more from
          dusty roads or sites of previous construction.

     The following items outline the HASL technique:

Surface Sample

     1.   Obtain surface samples by core technique.  Any type of
          sampling tool that can remove an intact plug (cookie
          cutter-type instrument) is appropriate.

     2.   The surface sample depth should be 5 cm (2 inches).
          The sample area should be 500 to 1,000 cm2 (about 0.5
          to 1 ft2).  In grass areas the vegetation should be
          close-clipped and taken as a vegetation sample or
          discarded.
   Energy Research and Development Agency, Health and Safety
   Laboratory, and Nevada Applied Ecology Group.

                                12

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                                                                  359
     5.    It  is  suggested that the sample be composed of about 10
          plugs  from a 5-meter line transect.   The line should be
          located by reference to fixed landmarks.

     4.    The soil sampler should be pressed into the ground
          without twisting or disturbing the grass cover or soil
          surface.

     5.    The 5-cm depth is intended to include the soil of
          maximum plutonium activity and most  of the root mat  in
          areas  covered with grass.  In areas  with a deeper root
          mat, it may be necessary to take a deeper surface
          sample to allow accurate estimation  of the sample
          depth.
Depth Profile
     1.    A 3.5-in.  diameter auger may be used to take  incre-
          mental depth profile samples at the same locations
          where the  surface plug was removed.  Ten cores  should
          be composited for a profile.  The purpose of  the
          profile determines the number of profiles that  should
          be taken at a given location.  Both the HASL  and  NAEG
          techniques recommend compositing a number of  profiles
          (e.g., 10), but specific study    objectives, such  as
          determination of the movement of plutonium through  the
          soil column, are best based on individual samples.

     2.    For the trench-type method, the vegetation,  if  present,
          is closely clipped, and the sod layer removed from  the
          proposed trench area.  A trench approximately 60  x
          90 cm, and 60 cm deep is dug adjacent to the  clipped
          area.

     3.    A rectangular three-sided 15xl5x5-cm deep.pan is  used
          to take samples from the vertical wall of the trench.

     4.    A flat-bladed knife should be used to score  the soil
          around the edges of the pan to allow removal  of a
          sample having an accurate area.

     5.    The soil is removed from each side of the sampled area
          to provide a flat shelf prior to each 5 cm depth
          sampling increment.

     6.    The minimum profile depth should be based on  analysis
          of preliminary samples (roughly a minimum of  20 cm).

     7.    The sampling area for this type of profile is only
          230 cm2, which provides a less representative deposi-
          tion sample than does the surface sampling technique.
                                13

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                                                                   3GO
Sample Preparation

     1.   Spread out and air dry sample for about 3 days.  Break
          up soil aggregates, and pull apart and cut up root mat.
          Weigh the total sample.

     2.   Remove and discard rocks greater than about 2.5 cm
          diameter.  For gravelly soil, sieve through 10  mesh,
          removing material greater than 2 mm.  Crush and blend
          s amp1e.

     3.   Spread sample and quarter.  Take a three-kilogram
          composite by taking small repetitive aliquots from each
          quarter and pulverize or grind this subsample.

     The following items outline techniques patterned after those
developed by the NAEG, but which were modified for the purposes
of the Regulatory Guide 4.5 (AEC, 1974).

     The NAEG techniques and sampling philosophy are described by
Fowler, Gilbert, and Essington, "Sampling of Soils for Radio-
activity: Philosophy, Experience, and Results; ERDA Symposium
Series 38 (1974, CONF-740921.

     The techniques were designed to be applicable to sandy
soils, but more importantly were designed to minimize the poten-
tial of sample cross-contamination that can occur with coring
techniques (smear of surface activity to subsurface sample).   The
NAEG does not generally composite samples, and neither endorses
nor disapproves of transect sampling or compositing of samples.
The specifications for compositing samples are based on the
modifications of the NAEG techniques for the regulatory guide.*

Ring Method for Surface Samples

     This technique can be used to collect either surface or
profile samples.

     1.   A 12.7 cm-ID x 2.5 cm-deep ring is pressed into the
          soil.  The soil inside the ring is removed with a
          disposable plastic spoon.

     2.   The soil from the outside of the ring is removed, and
          the ring is pressed down for another sample.

     3.   A surface sample is defined as a minimum depth of 5 cm.
          A minimum number of five separate samples should be
          taken along a straight line transect and composited for
          analysis.
   Changes made subsequent to the original publishing of this
   report as ORP/LV-76-5 in 1976 (Reference Fowler, E. B. and
   E.  H.  Essington, Sampling Soils for Transuranic Nuclides:
   A Review: NAEG Symposium in Gatlinburg, TN, 1976, NVO-178).
                                14

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                                                                   36!
Trench Technique for Surface or Profile Samples

     1.   Dig trench of convenient size, 15 to 25 cm deeper than
          desired sampling depth.

     2.   Take samples from trench wall with three-sided rectan-
          gular tray (10 x 10 x 2.5 cm deep).

     3.   Push the tray into the trench wall.  Use a flat trowel
          to close the open end of the tray.

     4.   Remove the soil around the tray down to the sampling
          depth.  Remove the sample.

     5.   A surface sample consists of soil taken from a minimum
          depth of 5 cm.

     6.   A minimum of five samples should be taken from separate
          trenches along a straight line transect.  Composite the
          samples for analysis.

General Comments

     1.   Samples should either be double bagged or placed in
          cans.

     2.   Varying soil types require modification - Rocky soils
          may require larger samples to minimize the errors
          associated with sampling accurate areas and depths.

     3.   Locations should be identified by reference to fixed
          landmarks.

     4.   Adding moisture (as a fine spray) to the soil may
          minimize sampling problems.

Sample Preparation

     1.   Oven dry soil for 24 hr at 100°C.  Weigh total sample.

     2.   Sieve sample to remove material greater than 0.6 cm.
          (0.25 in.) diameter (1/4-in sieve).  This excludes
          rocks and most root material from further considera-
          tion.

     3.   Rocks can be acid washed, with the wash solution added
          to the solubilized soil sample.

     4.   Roots and vegetative material can be analyzed sepa-
          rately.

     5.   The sample should be ground (ball-milled) and blended
          prior to taking a representative aliquot for analysis.

                                15

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                                                                   362
     Table 4 summarizes collection techniques used by several
investigators.

     The following points emphasize the similarities of the
various techniques and potential pitfalls:

     1.   Both the HASL and NAEG techniques have standardized on
          a minimum depth for surface samples of 5 cm (2 in).
          For most locations and situations the majority of the
          Plutonium is in the top 3 to 5 cm.  A sample repre-
          senting a depth of less than 5 cm may not account for
          the majority of the plutonium deposition (Krey and
          Hardy, 1970).  Furthermore, the fractional uncertainty
          in the sampled depth is proportional to the sampled
          depth (e.g., a 1-cm uncertainty is 1001 of 1 cm, but
          only 201 of 5 cm).  An unnecessarily large depth
          results in diluting the higher surface concentrations
          with (usually) relatively uncontaminated soil.  This
          increases the uncertainty in sample results.  Mixing of
          surface soil with subsoil can also result in a signifi-
          cant scatter or variance in results, if uniform methods
          are not used.

     2.   AEC (1974) emphasized that when sampling rocky soils,
          modified techniques may be necessary.  However, a
          representative depth is more important than a repre-
          sentative width.  But as Bliss (1973) notes, the
          measurement of the cross-sectional area is more impor-
          tant than the measurement of the depth, because of the
          direct dependence of the deposition calculations on the
          area represented by the sample.

     3.   The AEC (1974)techniques emphasize the compositing of
          a number (five) of small-area samples for a given site
          to obtain a representative sample and a minimum sampled
          area (0.5-1 ft ).  This is not emphasized in many of
          the techniques in Table 4.  In fact, as noted in Table
          4, Bliss (1973) only composites two samples per horizon
          in depth profile samples.  Bliss (verbal communication)
          indicated that REECO ususally only takes one sample per
          horizon.  Moore, Office of Radiation Programs - Las
          Vegas Facility (ORP-LVF) (verbal communication) noted
          that probably only one sample per horizon was taken for
          Enewetak.

     Several potential uncertainties are associated with sample
preparation.  These include:

     1.   Oven drying at 120°C versus air drying for several
          days.   The differences in the resulting weights (up to
          roughly 10 percent) are present in the pCi/g values,
          but should be accounted for in the pCl/m2 values.
                                16

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TABLE 4.  SAMPLE COLLECTION TECHNIQUES
   (Blanks indicate no information)
     SURFACE SAMPLES
                                                        PROFILE SAMPLES
Reference
AEC Guide (1974)
AEC Guide (1974)
AEC Guide (1974)
AEC Guide (1974)
Bliss (1973)
Douglas (ORP-LVF)
Bliss (Verbal)
AEC (1973)
Corley, et al (1971)
Corley, et al (1971)
Kahn, 10/1/74
Little (1973)

Poet & Kartell (1974)

McClendon (1975)

Krey & Hardy (1970)
Krey & Hardy (1970)
WASH-1259 (AEC, 1973)
WASH-1259 (AEC, 1973)

WASH-1259 (AEC, 1973)
WASH-1259 (AEC, 1973)
WASH-1259 (/-EC, 1973)
WASH-1259 (AEC, 1971)
WASH-1259 (AEC, 197 3)
WASH-1259 (AEC, 1973)
WASH-1259 (AEC, 1973)
WACH-1,'59 (AEC, 1973)
WASH-1259 (AEC, 1973)
WAT,II-1259 (AEC, 1973)
Organization
(HASL)
(HASL)
(NAEG)
(NAEG)
NERC-LV/NAEG
ORP-LVF
REECo/NAEG
Enewetak
Han ford
Hanford
EPA/NEF Cinn.
Colorado State
University


3RP

RASL
HASL
LASL
SRP

Mound
Mound
Pantex
BocVy Fl n t,n
Sandia, Abq.
Argonne
Idaho, NETS
ORNL
Han ford
LLL
Technique
Core/Auger

Ring
Tray
Tray
Tray
Ring
Core
Shovel
Tape Cont.

Trench

Spatula

Core

Auger/Cope
Template
Core
Core

Core
Scrape
Core
Cor^
?
Core
Core
Core


Sample
Area
( cm2 )( in2 )
60

127
100
100
100
127
30 or 60
549 216
64

25

1000

45

62
930 144
44
62(?)

62

62
100
230 144
R7
79
46 7


Number of
Composites
10

5
5
10
10
=1
1 or 2

*1

4

1

10

10
1
5
10

10

=1
1
1
2
5
9


Sampled
Total Area Depth
(on2)(ln2) (omXin)
600 5

600 5
500 5
1000 5
1000 5
127 5
30 or 60 5 or 15
1.3 0.5
ilOO 1.6
2.5 1
100 3

1000 1

450 15

62(3 20
930 144 20
220 5
600( ? ) 5

600 30.5 12
0.3 1/8
=62 5.1
100 5
230 144 2.5 1
173 30
390 5
410 1
2.54 1
l;up to 25
Increments
Technique (cm)
Auger 0-30 total
Trench/Tray
Trench/Tray 2.5-5

Trench/Tray 2.5-5
Trench/Tray 2.5-5
Trench/Tray
Trench/Tray =5



Trench 3-21

0-0.3,
1.3, 2.5 ...
Core 0-5, 5-15,
15-22.5-30
Auger/Core 0-5, 5-20


Auger 0-5, 5-15,
15-22.5-30










Area Per Sieve
Sample Number of Total Area Size
(cm2)(in2) Composites (cm2)(in2) (cm)
62 10 600 <2.56
225 1 225 <2.5
100 5 500 <0.2
<0.2
100 2 200 <0.2
100 2 200
=100 =1 =100
100 1 100



25 4 100

=1000 1 =1000 <.05

45 10 450

62 10 600


10 600











                                                                                                        CO
                                                                                                        en
                                                                                                        CO

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                                                                   364
      2.   AEC  (1974)  refers  to  calculating  field bulk  density.
          This  apparently  is  an error  in  semantics because  the
          actual  field weight is not obtained.  Also,  standard
          soil  sampling methods are not used  to determine the
          volume  of hole from which the sample was taken.

 POTENTIAL SAMPLING ERRORS

      The available literature indicates that  very few  efforts
 have  been made  to evaluate the  adequacy of  soil sampling tech-
 niques.  The  following subjects will be treated in this section:
 consideration  of  apparent  inconsistencies in  results based  on
 calculated  bulk densities; consideration  of plutonium  depth
 profiles; discrete particles; and  comparision of actual ana-
 lytical variations in several groups of results.

 Bulk  Density

      Kaufmann  (internal memorandum dated  October 3, 1974,
 ORP-LVF)*, noted that  the tray/trench method was probably not
 adequate for  obtaining an  accurate estimate of sample  weight per
 sampled area.   This corresponds with a preliminary workup of data
 by  Douglas  (ORP-LVF,  unpublished data) for  the 1973 Trinity Field
 Study.  Figure  2  shows a histogram of  weight  per unit  area
 sampled and calculated bulk  densities  (g/cm2).  Histograms  of
 other samples  from this study indicate similar distributions.
 The maximum observed  values  from the Trinity  study are equal to
 the minimum bulk  density indicated by  Terzaghi and Peck (1968)
 for uniform loose sand  (1.43  g/cm3).   The median values indicated
 by  Douglas  for  Trinity are roughly 30  percent lower than the
 value indicated by Terzaghi  and Peck.  Bliss  (verbal communica-
 tion)  also  indicated  that  values of less  than 1 g/cm3  have  been
 noted in the  Nevada Test Site  (NTS) EMSL  work.

      Kaufmann  (verbal communication) indicated that although
 valid values  of about 1 g/cm3 are  not  impossible, they are
 improbable.   In nature they  result largely  from undisturbed
 drying of a saturated soil,  forming an unconsolidated  matrix-like
 material.

      The American Society  of Testing Materials soil sampling
 method D-1556  (ASTM,  1964) specifies a minimum sample  size  of
 1400  cm3 for  soils with a  maximum  particle  size of 12.5 mm  or 0.5
 inch  diameter.  Furthermore,  the standard specifies a  technique
 for measuring  the sample volume by refilling  the sampled hole
 with  a measured weight of  sand  of  known density.

      The methods  of Bliss  (1973) and Douglas, which basically
 follow the  NAEG technique, only collect about 1,000 cm3 per
 horizon for profile samples--actually  only  250-500 cm3 per
 sampling cut.   Furthermore,  the use of the  tray disturbs the
 actual sample  and the surrounding  area.   Also, Bliss  (verbal
 communication)  notes  that  the two  samples for profiles (NTS) are
*ORP-LVF, Office of Radiation Programs, Las Vegas Facility

-------
                                                                   365
usually taken immediately adjacent to each other.  Thus, the  soil
disturbed by the first cut is sampled in the next cut.  Also, one
side of the tray is not confined by soil during the second cut.
There would appear to be inaccuracies associated with this type
of sampling methodology.  The significance of these is hard to
assess, but could amount to 30 percent or more.

     Inaccurate bulk densities do not necessarily affect the
results.  The actual calculation is activity per unit weight
times weight collected, divided by area sampled.  The pertinent
question relates to the representativeness of the grams of sample
to the sampled area.  Minor variations in the sampled depth
probably have more affect on the interpretation of the results
than on the actual numerical values.

     Terzaghi and Peck  (1968) present information on compressi-
bility and the hysteresis loop after removal of the compression
force for soil.  A force of about 10-20 pounds applied to a scoop
with frontal area of 50 cm2 (10 cm x 5 cm) may produce a change
in the void ratio (e) of up to about 10 percent of its value.
The void ratio is the ratio of the volume of voids to the volume
of soil substance.  By relating the change in e to the change in
porosity, n, (n = e/l+e) , the change in the field bulk density of
the soil can be estimated.

     If the cutting edges of the scoop are assumed to transmit
the force as a compression force to the total frontal area of the
scoop, the bulk density at the frontal interface of the scoop is
increased by roughly 5 percent.  But part of the compressed soil
would be in the scoop, and the compression would be reduced with
distance from the scoop frontal interface.  Thus, the maximum
reasonable error would be less than 5 percent.  This error would
appear as a reduction in the actual amount of soil taken as a
sample.

     The bulking of the soil, as it is disturbed by inserting the
scoop, tends to make it mound up in the scoop.  Unless this is
recognized, the tendency would be to only take a deep enough
sample to fill the scoop, thus underestimating the volume sampled
by about 20 percent.  Bulking can also cause losses of material
while taking the sample to be overlooked.  Data from Terzaghi and
Peck (1968) indicate potential errors of up to about 20 percent.

     The EMSL-LV program has incorporated the use of scoops
having an extra 2 cm length (10 cm sampling length, plus 2 cm for
bulking, etc.)  to minimize bulking and compression errors.

     Taking profile cuts adjacent to each other could result in
errors of roughly 10 percent, due to the disturbed nature of the
soil and thus reduced bulk density, even if extreme care is taken
in positioning the scoop on the open face of the second cut.
                               19

-------
                                                                  366
     All of these errors tend to minimize the amount of sample
actually obtained from an assumed area sample.   This is appar-
ently illustrated by the histograms of apparent soil density for
the Trinity results as shown in Figure 2.

     An experiment was conducted by EPA - Las Vegas staff to
obtain an indication of variations in the soil volume collected
by the scoop technique for depth profiles.  Samples were taken by
three experienced teams from a 10-meter diameter circle of
relatively undisturbed desert.  Two of the teams (A and B)
basically used the NAEG scoop profile technique.  The third team
(C) used a displacement technique where the volume of soil
removed was measured by filling the hole with a known volume of a
standard density sand.

     Team A actually took two side-by-side scoops (10 x 10 x 5 cm
deep) from a trench.  Not only were the scoops taken side by
side, but a bench was not cleared off before going to the next
lower depth.  Team B took a single scoop.  A bench was not
cleaned off before sampling at the next depth.

     Each team took four profiles.  The only significant error
noted was the sampling depth.  Team A sampled to a depth of
22.9 cm versus the design depth of 20 cm.

     Team B sampled to depths of 21.6 to 22.23 cm.  These depth
errors are equivalent to bulk density errors of about 10 percent.
However, assuming the errors were generally uniform and that the
actual sampling depths were measured, the bulk densities can be
corrected.

     The average bulk densities (wet weight) for the four pro-
files for teams A and B were 1.70 and 1.62 g/cm3.  Correcting for
the sampling depth gives values of 1.49 and 1.48 respectively.
These values compare well to the value of 1.53 g/cm9 for team C.
The standard deviation for all three sets of data was about
0.05 g/cm3, indicating overlap of the data.

     An interesting speculation is that concern for bulking of
the sample and fear of not taking an adequate depth appears to
result in over-compensation.  The sampling depth may be deeper
than expected.

Significance of Sampling Depth

     The sample depth increment has a significant impact on
sample results, and is inherently related to the objectives of
the sampling program.  This is just as true for results reported
as activity per unit soil mass as for those reported as activity
per unit area.  Plutonium is deposited on the surface of the
soil.  Through mechanical action, as well as water and earthworm
movement, etc., it is mixed through the upper soil layers, down
to 20 cm, or more.  The relative concentration with depth varies

                                 20

-------
                                                                387
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Figure 2.  Histogram  of weight per unit area for 72 soil samples
          from  vicinity of Trinity, New Mexico.
          (from Douglas, EPA/ORP-LVF, unpublished data)

                              21

-------
                                                                   388
within localities and from one geographical area to another.
Leopold et al. (1966), Colby  (1963), EPA  (1973a), Chepil (1945a,
b,c,d), Chepil (1946), and Chepil and Woodruff  (1963) present
information on soil denuding, transport, and erosion as a result
of natural forces and of human land-use.

     Data on plutonium soil profiles from numerous areas are
summarized in Table 5.  These data include results from Savannah
River, Georgia; NTS, Nevada; Rocky Flats, Colorado; New York, New
York; and Trinity, New Mexico.  The range of results, means, and
standard deviations are given for the various sites.  This pre-
sentation inherently assumes the data are normally distributed.
This hypothesis has not been tested.  Given the range and scatter
of the data, the summarization and treatment is presented only as
a trend or indication.

     It is readily apparent that some of the groups of data, such
as those reported by Bliss (1973) for NTS are not normally
distributed.  The data are inherently bounded by a value of 100
percent, and a value of the mean plus one standard deviation
exceeds the 100 percent accumulation in several instances.

     It is difficult to obtain meaningful information from some
of the data because they are reported as pCi/g with no indication
of the bulk density of the soil.  Since most investigations vary
the vertical increment with profile depth, each sample represents
an average of a composite over a different depth increment.  The
variation of soil bulk density with depth further complicates the
comparison.  Also, at depths below several centimeters, the
plutonium concentrations approach the minimum detectable activity
(MDA)*  Given the detection of plutonium at the lower depths in
many profiles, it is apparent there is some plutonium down to
about 20 cm in most cases.  Thus, the plutonium concentration
postulated for the MDA results (e.g., zero to the MDA) influences
estimates of the percent of plutonium for the various soil
strata.  There is also the speculation that the observed concen-
trations of plutonium at lower depths may be due to cross-
contamination during sample collection, preparation, or analysis.

     The following items discuss the groups of profile data in
Table 5.

     1.   Bliss (1973) presents profile data for the off-site
          area around NTS.  The data are reported in pCi/g of dry
          soil and nCi/m2.  Bliss reports values below the
          detection limit as zero.  Given a nominal detection
          limit of 20 fCi/g (0.02 pCi/g), it can be seen that the
          exclusion of values below the detection limit can have
          a significant impact on the cumulative percent deposi-
          tion for locations having deposition near background--
          roughly 1 nCi/m2.  For example, for the Furnace Creek-1
          sample, the only detectable result in the profile was
*MDA  (minimum detectable  activity)

                                22

-------
                                    TABLE 5.  PERCENTAGE PLUTONIUM DISTRIBUTION IN SOIL AS A FUNCTION OF DEPTH
Location Reference
Nevada Test Bliss (1973)
Site NV^
Nevada Test Gilbert &
(1974)
Rocky Flats, Krey & Hardy
ro( i Q7o ^
Rocky Flats, Poet & Martell
Trinity Site, Douglas
New York Krey & Hardy
f-i +\r MY ( 1 Q7H ^
Waynes vi lie, Krey & Hardy
nu / n ovn ^
North Eastham, AEG (I974a)
Savannah AEG (I973a)

0-1 cm Depth
n* x* S* Range
TQ s? "3? o-i on#









0-2.5 cm Depth
n x S Range





i £,(-,

1 " S T


0-3 cm Depth
n x S Range
/ 1 QI ?n i (^ i nn^I









0-5 cm Depth
n x S Range

1 "3 Q7 7 QD QQ#
7 ^? "17 ?Q- Q1 ^
*i rtT 97 TQ "1 Hfl^

1 ftl
-| y 7

7 AT 7 /rt 7^^

0-15 cm Depth
n x S Range
41 99 5 76-100$



y 7Q ?? /A QS^!



72 Ql )

1.  Depth intervals are missing from several profiles.   The interval  was
    0-1.3 cm versus 0-1 cm.  Deposition was calculated  from the  original
    data by assuming a bulk density.

2.  Most of the profiles indicated undetectable plutonlum levels below  15  cm.

3.  Excludes two values of 38 and 46.6%.  These values  give x" =  90; S = 20.
*n = number of samples

*x = mean Pu in increment,  as percent of total
     deposition

*S = standard deviation
                                                                                                                                                     CO
                                                                                                                                                     en
                                                                                                                                                     CO

-------
                                                                  370
          0.02 pCi/g.  This then indicates 100 percent of the
          activity was in the first centimeter of soil.

     If it is postulated that all the samples contain 0.01 pCi/g
(about one-half the nominal MDA), the following profile is noted;
-
Depth
(cm)
0-
1-
3-
7-
15-
1
3
7
15
23
Bliss
(PCi/g)
0.02
0
0
0
0
Postulated
PCi/g
0.
0.
0.
0.
0.
02
01
01
01
01
Calculated
nCi/m *
0.
0.
0.
1.
1.
3
2
5
2
2
Postulated Bliss
Cum % Cum %
9
15
29
65
100
100
-
-
-
_
  *  Calculated by assuming soil density of 1 g/cm3 from
     0-5 cm and 1.5 g/cm3 from 5-23 cm.
     The postulated values differ from Bliss1 estimates, for this
extreme example, by over a factor of 10.  If a level equal to the
MDA were postulated, the difference would be a factor of 20.  The
assumption of zero for MDA values can easily account for vari-
ances of tens of percent in the cumulative deposition.   With a
lower MDA, this effect would decrease.

     The following items summarize specifics from Bliss (1973):

     1.   A large fraction of the total plutonium is generally in
          the top centimeter of soil.

     2.   The top 5 cm of soil generally contains over 90 percent
          of the detected activity.

     3.   Excluding one sample (Moapa-1), whose values are at or
          near the MDA, 50 percent or more of the detected
          activity is in the top 3 cm of soil.

     Gilbert and Eberhardt (1974) summarize profile data from
Areas 5 and 13 on the NTS.  The following observations can be
drawn from their data:

     1.   Thirteen of 15 profiles indicated over 90 percent of
          the detected plutonium was in the top 5 cm for desert
                                 24

-------
                                                                  371
          pavement  areas.   The other two areas gave values of 38
          and 47  percent.

     2.    The average  of the 13 values is given in Table 5.  The
          mean for  all the values  is 90 percent with a standard
          deviation of 20  percent.

     3.    The averages for Areas 13 and 5 are similar.  However,
          if the  two low values are included, the mean for
          Area 13 is lower than that for Area 5.  The two low
          values  also  cause a large increase in the standard
          deviation.

     4.    The authors  conclude that most of the profiles have
          greater than 95  percent  of the plutonium in the top
          5 cm.   The actual data are not presented, so the
          presence  and treatment of MDA values cannot be
          assessed.

     5.    The authors  noted a trend toward a decrease in the
          plutonium:americium ratio with depth.

     Krey and Hardy (1970) present profile data for Rocky Flats,
New York City, and  Waynesville, Ohio.  The following points are
noted:

     1.    Only about 62 percent of the plutonium was found in the
          top 5 cm.

     2.    As much as 60 percent was found below 5 cm.

     Poet and Martell  (1972) report data for the Rocky Flats
area.  Their profiles  generally extended to only 10 cm or less;
and several increments are missing in the reported data.  Fur-
thermore, the data were only reported in units of dpm/g.  The
data were transformed  to units of nCi/m2 by multiplying by the
incremental depth of the sample and a postulated bulk density.
The density from 0-5 cm was assumed to be 1 g/cm3 (based on Poet
and Martell, 1972,  and random estimates derived from Krey and
Harty,  1970).  A density of 1.5 g/cm3 was used for samples below
5 cm (estimated from Krey and Hardy, 1970).

     Table 6 (data from Poet and Martell, 1972) indicates general
uncertainties in the data as a result of the sampling techniques
for the  profiles  (fractions of a centimeter to a centimeter), the
previously mentioned transformation assumptions, point-to-point
variations, etc.
                                25

-------
                                                                  372
       TABLE  6.   COMPARISON OF SURFACE  AND PROFILE SAMPLES
                      Estimated cumulative
             Profile   deposition based on
              Depth      depth profile
                Estimated deposition
                based on I cm-deep
                surface sample*
Location
J

K

I

(cm)
0-
0-
0-
0-
0-
0-
0.
1.
0.
1.
0.
0.
3
3
3
3
3
7
(nCi/m2) (nCi/m2 )
6.
14.
6.
4.
0.
0.
27
06 5.18
78
01 3.97
12
21 7. 75 (Taken prior
                                                      to profile)
             0-0.7 plus

           1.3-2.5
0.45
  *  Different data from profile sample
     The variations between surface samples and profile samples
from similar depths range from over two to greater than an order
of magnitude.  Poet and Martell (1972)  note a large build-up of
soil from wind erosion at Site I subsequent to taking these
samples, which probably explains the apparent discrepancy for
that site.  However, it should be emphasized that this was not
noted when the samples were first taken.   This indicates the
problems in taking characteristic samples--hindsight helps.

     The following items characterize the Poet and Martell data:

     1.   About 52 percent of the detected plutonium was found in
          the first 1.3 cm of soil.

     2.   About 69 percent was found in the top 2.5 cm of soil.

     3.   About 83 percent was found in the top 5 cm of material.
          Given the calculated standard deviations, the range and
          limitations of the data, and the assumptions necessary
          to transform the data, the value of 83 ± 231 for Poet
          and Martell is considered similar (not statistically
          different even at low probabilities) to the value of 62±
          \1\ for Krey and Hardy.
                                 26

-------
                                                                   373
     Data for the Trinity, New Mexico site are based on four
samples taken in November 1973.  The data will be published in a
future ORP-LVF report.   The concentrations ranged up to 1 pCi/g
and 47 nCi/m2.

     Since actual MDA values were reported, the concentration was
postulated to be equal to the MDA.   The percentage of total
deposition for 0-15 cm becomes 78 percent with a standard error of
16 percent.  These values are essentially indistinguishable
statistically.

     Data from the Savannah River plant were transformed from
pCi/g to nCi/m2 as indicated previously.  All but one of the
profiles indicated values below the MDA for strata below 15 cm.
Thus, the first value below the detectable limit was set equal to
the MDA.

     The profile from North Eastham, Mass. (AEC, 1974b) is from a
background location.

     The most general conclusion that can be drawn from the
summary of profile data in Table 5 is that the initial phase of a
soil sampling program should include profile samples to charac-
terize the area.  Further, 5 cm is a prudent minimum depth for
surface samples.

     A non-weighted average of the values in Table 5 indicates
that 721 ± 18%  (1 sigma) of the activity is above 5 cm.  Given
the potential for bias in the various groups of data, a non-
weighted mean appears to be reasonable.  If the values in the
table are weighted by the number of results represented by each
value, the average is 83 percent.

     Table 7, taken in part from Krey (1974) compares some of his
data with that from Poet and Martell (1972).  Krey notes that
Poet and Martell's data are generally low by a factor of 10.
This evaluation is based on Poet and Martell's data for the top 1
cm of soil, and Krey's data for a 20 cm sampling depth.

     It should be noted that these data are very difficult to
compare due to the difference in sampling depth, and possibly
more importantly, Poet and Martell only report their data in
pCi/g.  If a surface soil density of 1 g/cm3 (suggested by Poet
and Martell, and used by Krey for the comparison) is used for the
first 5 cm, and 1.5 g/cm3 for the 5 to 15 cm increment, some of
the Poet and Martell data can be related to the same general
depth used by Krey (1974).  Three values are presented in Table


     Poet and Martell (1972 and 1974) note that their objective
was to detect the recent deposition of plutonium and indicate an
inhalation hazard - thus their choice of a shallow sampling
depth.  In any case,  although the original data in Table 7

                                 27

-------
                                                                  314
indicate a significant disagreement between the two sets of data,
the data for similar sample depths are generally compatible.


      TABLE 7.   COMPARISON OF PLUTONIUM SOIL SAMPLING DATA
Poet and Martell Data Krey § Hardy Estimate
Site
A
B

C

I
J
K
L
M
N
V
V
W
Z
(nCi/m2) (nCi/m2) Profile
1 cm surface profile depth
sample data (cm)
5.8
10
61
0.41
0.26
7.7 3 14
5.4 15 10
4.0 11 2.5
0.52
1.7
6.0
1.4
2.4
0.15
0.84
(nCi/m2)
15
35
35
11
11
4
20
14
17
17
30
4
8
17
4

     It appears, based on the comparisons in Table 7 of the Poet
and Martell and the Krey data, and the similar tabulation in
Table 6, that a 1-cm sample depth results in a large variation of
the data.  This is reflected by the large standard deviation
noted in Table 5.

Discrete Particulate Material

     Various authors (Poet and Martell, 1972, and Sill, 1971)
have related variations between samples to discrete particles,
whereas other authors relate variations to inadequate sample
collection and aliquoting techniques (Krey and Hardy, 1970 and
1974).  Sill (1971) and Sill and Hindman (1974) emphasize the
limitation of various analytical techniques for complete

                                 28

-------
                                                                  375
dissolution of refractory plutonium particles.  They not only
indicate concern with insoluble refractory material in the origi-
nal sample, but also with the formation of refractory material
during sample preparation.  This section is only concerned with
the sampling implications of discrete particles.  The analytical
implications will be dealt with in another section.

     Plutonium contamination in the environment does not appear
to be in the form of discrete particles composed of plutonium
oxides.  Rather, soil and air particles containing plutonium
appear to be composed of natural particles with plutonium oxides
generally dispersed in the particle or natural particles agglom-
erated with one or more plutonium oxide particles (Nathans and
Holland, 1971, and Bretthauer et al., 1974).   The actual char-
acteristics of the particles is expected to vary depending on the
source of formation and release (e.g., plutonium in oil leaking
from drum at Rocky Flats, and explosive detonations at NTS).

     Table 8 indicates characteristics for various size particles.

          TABLE 8.  PLUTONIUM PARTICLE CHARACTERISTICS

Diameter
Isotope (ym)
239Pu 0.1
1
1.5
2
5
pCi per
particle
0.000325
0.325
1.096
2.60
40.59
particle
per pCi
3076
3.077
0.912
0.385
0.0246
Particle per
gram of soil
for 0.1 pCi/g
308
0.308
0.091
0.039
0.0025
Particle per
930 cm2
@ 1 nCi/m2
286,000
286
84.8
35.8
2.29
JOPu 0.1
1
1.5
2
5
0.09
90.99
307
728
11,370
11.1
0.0110
0.0033
0.0014
8.8E-5
1.1
0.0011
0.00033
0.00014
8.8E-6
1021
10.2
0.30
0.13
0.00

     Ettinger et al.  (1967), Mishima and Schwendiman (1970),
Kelkar and Joshi (1970), Molen and White (1967), Sherwood and
Stevens (1965), Hunt (1971), Mishima (1964), and Kirchner (1966)
present data on particle size distributions expected and observed
around various types of plutonium operations and accidents.  The
mean sizes vary from less than one to tens of micrometers
(Mishima, 1964, and Mishima and Schwendiman, 1970).  The most

                                 29

-------
                                                                  376
probable geometric mean sizes for release appear to be around 1
micrometer, with geometric standard deviations of about 1.5 to 3.
Nuclear explosions apparently produce particles a few millimicro-
meters in diameter (Klement, 1965).

     Although the agglomeration of plutonium particles to soil
and dust particles changes the basic size distribution, the
activity per aggregate particle should relate to the original
plutonium particle or particles.  Thus, for samples near facili-
ties associated with plutonium releases, it is possible that the
contamination is composed of two or more particle size distribu-
tions (worldwide fallout and facility) with one of the distribu-
tions in the micrometer size range.  Thus, as noted by Sill
(1971), the deposition near such facilities may be heterogeneous,
when viewed from one-, 10-, or even 100-g samples.  Table 8 shows
the number of particles in a sample of given size.

     If samples are based on a significant fraction of a 1000 cm2
area (929 cm2 per ft2) the homogeneity of plutonium deposition
within the area is less critical than is the homogeneity within
the sample aliquot taken for actual analysis.

     Table 9 presents a set of results from Sill (1971).  Geo-
metric means, X, and geometric standard deviations, S, have been
calculated for the various groups of data.  The column on the
right indicates the ratios of the maximum to minimum values
for the 95 percent confidence range.  The first two samples were
collected from an area that should have only been exposed to
global fallout.  The values for the duplicate analyses reflect
expected analytical variations  (Sill, 1971).  It should be noted
that the background concentrations varied by a factor of two.
This could possibly relate to different sample depths, in which
case the deposition numbers (nCi/m2) might have less variance.

     The third through seventh samples (Table 9) were collected
downwind of a facility where there was a known release.  This is
evident in the observed plutonium concentrations and general
increase in the ratio of the 95 percent confidence limits, which
indicates more heterogeneous distribution.  Sample 7, which was
43 miles downwind, is an exception to both the concentration and
heterogeneous distribution comments.  Sample 4, although eleva-
ted, also indicates r fairly uniform distribution.  Samples 8 and
9 are from another facility with a known release.  The larger
range for Sample 8 is due to only one result.  The general
scatter in the duplicate results for Sample 9 and the range in
the 95 percent lim cs reflect that it was collected near the
facility, apparent / in an area of heterogeneous deposition.

     Many of the variations in Table 9 can be accounted for by
micrometer-size particles of Pu02._ The activity of plutonium
particles is proportional to the diameter cubed of the particle.
Thus, using data from Table 8, the high result for Sample 3
(Table 9) could have been due to about one 1-micrometer particle
                                30

-------
                TABLE 9.  REPRODUCIBILITY OF ANALYSES
              USING 10-GRAM ALIQUOTS OF PREPARED SOILS
                          (From Sill, 1971)
Number
1




2



3



4



5



Measured
Pu-239
(dpm/g)
0.
0.
0.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.

0.
0.
0.
0.
110
116
112
101
111
060
050
054
063
59
56
94
68
62
56
57

044
077
042
055
±
±
±
±
±
+
+
+
+
+
+
+
+
+
+
+

±
+
+
+
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.

0.
0.
0.
0.
009
010
012
008
008
007
007
008
007
04
02
03
03
02
02
02

006
008
005
010
Ratio of Upper
Location or t and Lower 95%
Type Sample In xa In S (95%) x Confidence Limits


General




General

2 miles
wind of
ity with
release.
2 miles
wind of
ity with
release.
16 miles
wind of
ity with
release .


Bkgd. -2.21 0.051 2.776 0.11




Bkgd. -2.87 0.104 3.182 0.056

down-
facil-
Pu -0.141 0.456 3.182 0.87

down-
facil-
Pu -0.540 0.054 4.303 0.58

down-
facil-
Pu -2.96 0.245 2.776 0.052



1.3




1.9



18



1.6



3.9

0.047 ± 0.006
                                                                                     CO
                                                                                     <5

-------
ro
                          TABLE  9.  REPRODUCIBILITY OF ANALYSES
                        USING  10-GRAM ALIQUOTS OF PREPARED SOILS
                                     (From  Sill,  1971)
                                        (Continued)
Number
6


7


8


9

Measured
Pu-239
(dpm/g)
0.079 ±
0.058 ±
0.071 ±
0.29 ±
0.051 ±
0.066 ±
0.056 ±
0.052 ±
0.071 ±
0.22 ±
0.051 ±
0.059 ±
0.35 ±
0.78 ±
1.73 ±
0.26 ±
0.009
0.008
0.009
0.01
0.007
0.009
0.006
0.006
0.008
0.02
0.007
0.006
0.02
0.04
0.04
0.01
Ratio of Upper
Location or t and Lower 951
Type Sample In xa In S (951) x Confidence Limits
17 miles down-
wind of facil-
ity with Pu -2.32 0.731 3.182 0.099
release.
43 miles down-
wind of facil-
ity with Pu -2.88 0.117 3.182 0.056
release.
50 miles down-
wind of facil-
ity with Pu -2.49 0.665 3.182 0.083
release.
100 yds. down-
wind of facil-
ity with Pu -0.524 0.852 3.182 0.592
release.


104


2.1


69

227
 a The analytical error estimates have not been considered  in
   the statistical summarization of the data.
                                                                                                CO
                                                                                                
-------
                                                                   379
per gram, or a single particle having a diameter of about  2.5
micrometers in the total 10-gram sample, above the global  back-
ground.

     As part of the NAEG program, a set of 20 soil samples were
collected from Penoyer Valley, Nevada, about 20 miles northeast
of the NTS.  The samples were split into duplicates and two
aliquots were taken from each duplicate.  The scatter of results
from these 80 samples was such that the variations between the
four positions from an individual site and the 80 samples  could
not be related to a rational explanation of sampling or analyti-
cal errors.

     In an attempt to resolve this problem, portions of the
sample from one site were split for inter-laboratory analyses.
Table  10 shows replicate aliquot analyses of the sample by three
laboratories.  Each laboratory used its standard analytical
method to analyze aliquots of less than 10-mesh desert soil.
Most of these data were published by Bliss (1973).  Although the
sample preparation and analysis techniques vary somewhat between
the three labs, they are  basically the same.  The analyses were
all done by the basic acid dissolution technique (HCL, HF, and
HNO J.  The specific techniques vary, in part, because of  the
different sample sizes.

     Although the geometric means from the different labs vary,
all of the 95 percent confidence levels (C.L.) have a significant
overlap.  These data illustrate the dramatic decrease in the
ratio  of the extremes of the 95 percent confidence range with the
increase in sample size.

     The geometric mean and standard deviation for the 80  repli-
cate results, and the 95 percent C.L. estimates and their  ratios
are given in Table 11.  The mean and C.L. estimates and their
ratios include the values from Table 10.  This would be expected,
since  the group of 80 replicates is based on a sample from four
sites, whereas the interlaboratory samples came from one of the
four sites.  A frequency distribution table and probability plot
for the 80 values is shown in Appendix C.

     Means, confidence levels, and ratios of the C.L. are given
for three other groups of data in Table 11 (Bliss, 1973).  The
samples from Baker, California and Kingman, Arizona and northwest
of NTS indicate background values and have much lower C.L. ratios
than the other two samples.  The Baker and Kingman group of data
represents several sites, and thus would be expected to have a
larger range than the data from ^he location northwest of NTS.
                                33

-------
TABLE 10.  COMPARATIVE ANALYSES OF PLUTONIUM-239 IN SOIL
Lab
EPA












Aliquot
Size (g)
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Pu-239
(pCi/gm)
0.23
0.24
0.27
0.37
0.30
0.40
0.42
0.53
0.67
1.0
1.2
1.4
3.0
5.3
Ratio of Upper
Range and Lower 95%
In x In S x 95% C.L. Confidence Limits
0.405 0.952 0.67 0.085-5.21 61

(n = 14; t = 2.16)










REECo
10
10
10
10
10
10
10
10
10
10
0.66
0.90
1.3
1.4
1.5
2.0
2.6
3.3
4.4
5.2
0.646    0.674    1.9   0.415-8.76

         (n = 10; t = 2.26)
                                                               21
                                                                              CO
                                                                              CO
                                                                              CD

-------
               TABLE  10.  COMPARATIVE ANALYSIS OF PLUTONIUM-239 IN SOIL
                                       [Continued)



                                                                        Ratio of Upper
        Aliquot       Pu-239         _                _      Range       and Lower  951
Lab	Size  (g)	(pCi/gm)	In x     In S	x     95% C.L.   Confidence Limits


LLL
           7 c;          A f.
                                                           0.97-10.32         11
                                                           2.33-10.4          4.5
25
25
25a
25a
100
100
100a
100a
1.9
4.6
3.3
3.5
4.1
5.5
4.0
6.5
1.078

1.226

1.565

1.635

0.6312

0.0415

0.213

0.3374

2.9

3.4

4.8

5.1

a Aliquot received additional grinding and blending prior to analysis.
                                                                                             CO
                                                                                             OO

-------
                                                                   382
     TABLE 11.   PERTINENT STATISTICS FOR Pu-239 RESULTS  FROM
                SELECTED SAMPLE GROUPS (from Bliss, 1973)
                 Location and Units of Activity

             Baker, CA and    Penoyer Valley   Northeast of   Northwest of
              Kingman, AZ     Replicate Site   NTS  (nCi/m2)   NTS (nCi/m2)
                (nCi/m2)         (pCi/g)
No. of Results
In X
In S
X
Lower 951 C.L.
Upper 951 C.L.
Ratio :
Upper to Lower C.L.
27
0.068
0.869
1.071
0.188
6.086

32
80
0.053
1.336
1.054
0.0729
15.245

209
•100
1.881
1.261
6.557
0.527
81.638

155
35
0.584
0.572
1.793
0.571
5.627

10

     The sample from northeast of NTS is at the extreme  of  or
above background.  The Penoyer Valley results are generally
indicative of roughly 10 nCi/m2 or higher.  Thus, both of these
samples appear to contain dispersed global fallout, plus rather
discrete NTS fallout.

     The variation in the analyses of these samples is relatable
to a variance of one or several particles, of one to  several
micrometer diameter, per gram of sample.  The actual  numbers
depend on the particle size and sample size of concern.  The
potential variation in results for 1-gram samples is  particularly
obvious.  A single one-micrometer particle can cause  a multiple
variance in results.  This would give strong credence for taking
a minimum sample aliquot of 10 grams for analysis.

     Little et al. (1973) present a limited amount  of data  for
soil grain size in the Ro.cky Flats areas and the percent of
plutonium associated with the various grain size increments.   The
plutonium concentration, pCi/g, for two samples is  inversely
proportional to the soil grain size, 0.1 to 5 mm.   Tamura  (1975)
presents similar data (see the end of this section).

     The heterogeneous deposition of plutonium-238  presents an
even greater problem than for plutonium-239, because  the specific

                                 36

-------
                                                                   383
activity of plutonium-238 is about 280 times that of plutonium-
239.   Furthermore,  the concentration of plutonium-238 in the
environment is normally much lower than that of plutonium-239.
Plutonium-238 background levels are roughly 1 fCi/g for soil
samples several cm  deep (Krey and Hardy, 1970, and Robinson et
al.,  1975).  Thus,  from Table 8 it can be seen that a plutonium-
238 dioxide particle of one micrometer diameter in a 10-gram
sample can give a value of 9 pCi/g, or four orders of magnitude
above background.  Even a 0.1-micrometer particle in a 10-gram
sample gives a value of 9 fCi/g.

     Robinson et al. (1975) report results of two programs where
samples were split  between Mound Laboratory and EPA.  The ratios
of the results of these programs  are shown in Table 12.   The
samples collected by EPA were split in the field.  The samples
taken by Mound Laboratory were first dried and ground to less
than 20-mesh particle size.  It is evident from Table 12 that the
samples split after mixing gave more comparable results than did
those which were split in the field.
                                37

-------
                                                               384
TABLE 12.   INTERLABORATORY COMPARISON OF MOUND  LABORATORY
  AND EPA RESULTS OF PLUTONIUM-238  IN SOIL AND  SEDIMENT
             (From Robinson  et   al., 1975)

                  Samples Split  in  Lab
Code
EA1
EB1
EC1
EDI
EE1
EF1
EG1
EH1
Ell
EJ1
FA1
FE1
GA1
HA1
IA1
JA1
KA1
LAI
CE1
QE1
a Mean
b Mean
c Mean
Mound
fnCi/gl
0.0001 ± 0.0001a
<0.0001a
0.0029 0.0011
0.0009 ± 0.0004
0.425 ± 0.024a
1.03 ± 0.05C
0.0098 ± 0.0027
0.0238 ± 0.0053
<0.0001
0.0010 ± 0.0005
0.0094 ± 0.0026
0.0138 ± 0.0025b
0.0004 ± 0.0002
0.0047 ± 0.0016
0.0020 ± 0.0008
0.0007 ± 0.0004
0.0309 ± 0.0065
0.0096 ± 0.0027
0.0302 ± 0.0064
1.00 ± 0.09
of quadruplicates
of duplicates
of triplicates
EPA Ratio of Results
(nCi/g) Mound/EPA
0.00011b
0.00012b
0.0048
0.0011
0.440
1.13b
0.0108
0.026
0.00098
0.0011b
0.0085C
0.0181
0.00048
0.0051
0.0025
0.0007
0.027
0.0109
0.024
0.920
0.91
< 0.83
0.60
0.82
0.97
0.91
0.91
0.92
< 1.02
0.91
1.11
0.76
0.83
0.92
0.80
1.00
1.14
0.88
1.26
1.09
n^HT
3T=0.929
S=0.147
                             38

-------
                          385
TABLE
AND

Code
EPA-17
EPA-18
EPA-1
EPA -6
EPA-20
EPA-14
EPA-15
EPA-3
EPA-13
EPA -7
EPA-12
EPA -2


12. INTERLABORATORY COMPARISON OF MOUND
EPA RESULTS OF PLUTONIUM- 238 IN SOIL AND
(From Robinson et al., 1975)
(Continued)
Samples Split in
Mound
(nCi/g)
0.284 ± 0.035
0.280 ± 0.035
0.165 ± 0.023
0.0052 ± 0.0017
0.0011 ± 0.0005
0.0009 ± 0.0004
0.0009 ± 0.0004
<0.0001 ± 0.0001
<0.0001 ± 0.0001
<0.0001
<0.0001
<0.0001


Field
LABORATORY
SEDIMENT

EPA Ratio of Results
CnCi/g) Mound/EPA
0.047
0.060
0.230
0.0038
0.0019
0.00044
0.00096
0.00039
0.00010
0.00044
0.00019
0.00012


6.04
4.67
0.72
1.37
0.58
2.05
0.94
<0.26
<1.00
<0.23
<0.53
<0.83
n=12
S=l]84
ALGAE SAMPLES
EPA -9
EPA-21
0.111
0.0024
0.079
0.00088
1.41
2.73
n=2
T=2.07
S=0.93
39

-------
                                                                  386
         PARTICLE SIZE DISTRIBUTION OF PLUTONIUM IN SOIL
     Although inhalation is generally considered to be the pri-
mary intake pathway for plutonium, soil is generally considered
to be the primary reservoir of environmental contamination*
Thus, there is a need to relate soil sample results to potential
or actual airborne concentrations.  The first part of this
section has addressed techniques primarily intended to quantitate
the amount of plutonium in soil.  Thus, the emphasis has been to
take samples of a reproducible and sufficient depth in order to
assess the total plutonium inventory.  Sampling for resuspendible
plutonium requires different priorities and considerations.
Presently applied techniques include a one-eighth inch depth
sample by the State of Colorado, 1-cm depth samples by Poet and
Martell  (1972), and techniques using sticky paper placed in
contact with the soil surface (Volcnok, 1971).

     More recently, McLendon et al.   (1975) published results
where a vacuum cleaner type instrument was used to collect the
resuspendible material from the area of the sample head.  This
technique appears to have merit, but sample results have not been
directly related to air concentrations.

     Johnson et al. (in press) proposed that the less than 5-
micrometer  (density 11 g/cmj; i.e.,  17 micrometer density
1 g/cm3)*size material that can be swept from the soil surface be
used as an  indication of inhalation hazard.  The sample fraction-
ation procedure includes breaking the soil down to basic discrete
particles.  Thus, the technique would appear to reverse the
"weathering" effect that decreases the relative resuspendibility
of old versus newly deposited contamination (Anspaugh  et  al., 1975)

     There  presently is no  accepted  technique for measuring
resuspendible material from soil.  However, data from several
studies  allude to soil being associated with various particle
size fractions  (Johnson et  al., Little et  al., 1973, and Tamura,
1975).  Since resuspensiou  is dependent on the soil particle
size distribution (Anspaugh et al. 1975),  as well as other
factors, the size distribution of plutonium in soil is con-
sidered  to  be pertinent basic information.
     The ORP-LVF obtained  several samples  from Rocky Flats  to
independently investigate  the size distribution of plutonium  in
the  soil.   The samples were collected  by  the Rocky Flats Environ-
mental Research and Development Administration area office
several  hundred yards downwind of the  pad  where the basic  Rocky
Flats plutonium contamination incident originated.  Although  it
was  originally presumed that the  samples would contain  less  than
about 25 pCi/g of plutonium-239,  they  actually contained over  500
pCi/g.   Thus, because of concern  for  laboratory contamination,
they received less extensive analysis  than originally proposed.

*The use of a density of 1 g/cm  is  based  on the definition of
the equivalent aerodynamic diameter.  Conversions to equivalent
diameters in this section are based on the settling velocity
in air--see next section.        .„

-------
                                                                   387
A sample from about 35 miles downwind at the Trinity, New Mexico
site was also analyzed.

     The Rocky Flats samples were collected in February 1976 from
the surface centimeter of soil, from an area of 2000 cm2.  The
Trinity sample was collected in December 1974.  It represented
the surface 2.5 cm of soil from an area of 2500 cm2.

     Two Rocky Flats samples were partitioned into three separate
aliquots.  The aliquots were further partitioned as described
below (the  aliquots  are denoted  as A, B, and C in Table  13).

     1.   Dry sieve through 10-mesh sieve--Less than 2 mm

     2.   Wet sieve (not dried material) through 140-mesh sieve--
          Less than 102 micrometer

     3.   Elute material from sedimentation column for a Stoke's
          Law setting velocity of less than 3.37 x 10-3 cm/sec--
           (10 micrometer at 1 g/cm3, or 6.1 micrometer at
          2.65 g/cm3 ;  Krumbein  and Pettijohn, 1938)

     The samples were prepared according to the general tech-
niques presented by Folk (1961).  The following comments relate
to  specific information on the sample preparation procedure:

     1.   Radiochemistry was performed on about 10-gram aliquots
          of the samples.

     2.   The samples were not completely dried prior to sieving
           (forms and increases the stability of conglomerates,  Falk,  1961).

     3-    A solution  of  Calgon,  sodium  metaphosphate, was  used  as A
           dispersing  agent  for  the  sedimentation  separation  (about
           10  ml  of a  solution  of 40  g/liter).

      4.    The material retained  on the 10-mesh sieve was washed
           with a  solution of Calgon, and the wash  included with
           the less  than  10-mesh  material.

      5.    The material retained  on the  140-mesh sieve during wet
           sieving was  then dry-sieved through the  140-mesh
           sieve.   Folk  (1961) notes  that the fines  are  partially
           bound to  the coarse material  by moisture  bonds during
          wet sieving.   The amount of material passing  140 mesh
          was increased  by 4 to  10 percent for the  Rocky Flats
           samples  and  20 percent  for the Trinity sample.  This
          material  was not used  in the  mass balances  or  for
           radiochemistry analysis.
                                 41

-------
                                                                   3C8
     6.    The "pipet aliquoting" procedure for determining the
          total 'fraction of the sample less than 10 micrometer
          was incorrectly done on oven-dried samples.   Thus, the
          results  were anomolously low.   The values for the total
          sample fraction less than 10 micrometer are  therefore
          estimates  based on multiple elutions from the settling
          column.  Various numbers of elutions indicated values
          of up to 10 percent for the Rocky Flats samples.  Based
          on the material recovered,  the total value is estimated
          to be 20 percent.

     7.    The amount of the plutonium in the greater than 2-mm
          size fraction was not determined.

     The results of  the study are given in Table 13.  The size
fractions of less than 2 mm and 100 micrometers are based on the
sample that passed 10- and 140-mesh sieves, respectively.  The
less than 10 micrometer size is passed on an equivalent aero-
dynamic diameter in  air (density of 1 g/cm*).

     The Rocky Flats soil had a smaller particle size  distribution
than the Trinity sample.  The size difference is also  reflected
in the distribution  of plutonium.  About 50 percent of the
plutonium from the Rocky Flats samples was associated  with the
less than 10-micrometer size versus about 10 percent for the
Trinity sample.  The specific activity of plutonium in soil
(pCi/g) appears to be generally inversely proportional to par-
ticle size.  The ratio of the concentration of plutonium in the
less than 10-micrometer  fraction to that in the less  than 2-mm
fraction (basic soil size) was about 2.4 versus 1.8 for the less
than 100-micrometer  size fraction.

     The radiochemistry results indicate good reproducibility for
the preparation and  analysis procedures.  The only anomalous
result appears to be the value of 1580 pCi/g for 1A (less than
100 micrometer).  The other results for the various size frac-
tions are within the two-sigma counting errors.

      The mass fractions also show reasonable reproducibility for
 the sample preparation procedures.   The mass of the less than 10-
 micrometer size fraction varies because a varying number of
 sedimentation runs  were done for each sample.   The fraction of
 material in the less than 10-micrometer size range is based on
 the maximum amount  of material recovered (sample 2A)  and a
 subjective observation that about half of the available material
 was recovered.

      The results  are compared to those of other investigators in
 Table 14.   In general, the Trinity results for mass fractions are
 similar to those  of Tamura (1975) for NTS (similar sandy soils).
 The results of Johnson et al. show reasonable agreement with the
 ORP-LVF results,  especially considering the differences in the
 treatment  techniques.   Johnson et al.  used hydrogen peroxide to

                                  42

-------
                                        TABLE 13.   SOIL MASS AND PLUTONIUM ASSOCIATED
                                        WITH VARIOUS PARTICLE SIZE  FRACTIONS OF SOIL
                 Mass and Activity of  Material
Fraction of Material Passing 10 Mesh  Sieve
Sample
and Units
Trinity (g)
(PCi/g)
(PCi)

Rocky Flats
1A (grams)
(PCi/g)
(pCi)

IB (grams)
(PCi/g)
(pCi)

1C (grams)
CpCi/g)
(PCi)

Rocky Flats
2A (grams)
(PCi/g)
(pCi)

2B (grams)
Greater
Than 2 mm
341
-


133'
-
-

140
-
-

169
-
-


93
-
-

88
Less Than
2 mm
1147 ,
1.3 ± 0.2b
1468


502
635 ± 91
3.19 ES

487
634 ± 94
3.09 ES

568
593 ± 83
3.37 E5


591
642 ± 95
3.79 ES

462
Less Than
100 pro
578
1.9 ± 0.10
1087


188
1580 ± 160
2.96 E5

178
1050 ± 130
1.87 ES

203
939 ± 113
1.91 ES


319
1030 ± 120
3.30 ES

213
Less Than Less Than
10 ^m 2 nun
34 1.0
2.0 ± 0.10
138a
(68)

46
1680 i 160
1.69 E5a
(7.73 E^)d
44
1730 t 190
1.69 E5a
(7.61 E**)d
20
1460 ± 160
1.66 E5a
(2.92 EI+)

71
1590 ± ISO
1.88 E5a ,
(1.13 E5)d
40
Less Than
100 ym
0.50
1.5
0.74


0.38
2.5
0.93

0.37
1.6
0.61

0.36
1.6
0.57


0.54
1.6
0.87

0.46
Less Than
10 uma
0- 06
1.5
0.09


0.2
2.6
0.5 ,
(0.2<*)d
0.2
2.7
0.6
(0.25)0
0.2
2.S
0.5
(0. 087)"

0.2
2.0
0.5 ,
(0.30)d
0.2
Samples not analyzed
2C (grams)
(pCi/g)
Rocky Flats
(pCi/gl
(pCi)
72

Average (grams)


490
838 ± 142

670 ± 100C

216
Other samples

1150 ± 300

38
not analyzed
1.0
1620 ± 120 i.o
1.0
0.44

0.43 i 0.07
1.8 ± 0.5
0.75 ± 0.18
0.2

0.2a
2.4 ± 0.3
0.5
 * Six percent of the Trinity soil mass  and 20 percent of the Rocky  Flats  soil mass were assumed  to be in this size.
 D Two sigma  counting errors.
 c Standard deviation.
 d The value in parenthesis is the actual quantity of picocuries or fraction thereof recovered in the less than 10 urn fraction. See footnote a
   and item  6 on page 42 of tne text.
En indicates  10m;  e.g.  E5=10S
                                                       CO
                                                       CO
                                                       CO

-------
                                TABLE 14. SOIL SIZE MASS AND ACTIVITY FRACTIONS
                                        OF VARIOUS INVESTIGATORS
Investigator
Fraction of
Sample Tata] Sample
Location Greater than 2 mm
(mass basic)
Ratio of the sample mass and
plutonium concentration in the
less than 2 mm fraction which was
in the less than:**
100 11 m fraction 10 um fraction
(mass) (activity) ^mass) (activity)
Depth Ultrasonic
of sample Dispersion
( cm ) Used
Remarks
ORP-LVF
Tamura (1975)



ORP-LVF
Johnson et. al.



Little et. al. (1973)

Tamura (1975)

Tamura (1975)

Trinity
NTS #1
#1
#2
#2
Rocky Flats
RFP (4 samples)
(4 samples )
( 7 samples )
RFP ( 1 Bkgd. )
Rocky Flats
Rocky Flats
ORNL

Mound Lab
Ohio
0.
0.
0.
0.
0.

	
—
—
—
0.
0.
0
0
0
0
23
20
20
027
027





31
40




0.50
0.34
0.40
0.45
0.51
0.43i0.07
	
—
—
—
0.05
0.13
1
1
0.87
0.91
1.5
	
—
—
—
1.8 ± 0.5
	 	
—
—
—
1.8
•v 4
—
—
—
—
0.05
0.033
0.083
0.011
0.086
0.2 ± 0.1
0.28±0.12
0.25±0.04
0.36+0.09
0.49
—
—
0.30
0.38
0.30
0.37
1.5
—
—
—
—
2.4 ± 0.3
5 i 50**
3 ± 2rj%*
2 ± '>0%*
u6 *
—
—
—
—
—
—
2.5
5
5
5
5
1
surface.
dust
surface
dust
3
3
7.5
7.5
Core
Core
No
No
Yes
No
Yes
No
YesN
Yesl
Yes \
YesJ


No
Yes
No
Yes

Desert Pavement
Desert Pavement
Desert Mound
Desert Mound
4 Samples
< 17 um, Ig/cm ,






used.
H202 to break bonds '
Dry sieved, after

Dry sieved
Dry sieved
Flood plain silt
Flood plain silt
Silt
Silt
drying







'  The Plutonium concentration in the total sample is not based on the sample of material. Rather it is based on Johnson's et. al.
  adaption of isopleths from Krey and Hardy (1970).

   The values were  estimated  by dividing  the  average  plutonium
 in soil concentrations,  for  given  areas,  for particles  less than
 5 micrometers in diameter  (density 11 g/cm )  from Johnson et al.
 by the  plutonium concentration in  the total  soil estimated from
 isopleths that Johnson et  al.  adopted from Krey and  Hardy (1970).
 The error term is  the standard deviation  from averaging the
 results.

   The reference to  a 17 um diameter relates  to the equivalent
 aerodynamic diameter in air.

 **Mass  refers to the  mass fraction of material (i.e., g/g).

   Activity  refers to  the ratio  of  plutonium  concentrations (i.e.,
 pCi/g:pCi/g).
                                                                                                    CO
                                                                                                    to
                                                                                                    CD

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                                                                  391
destroy any organically-bonded conglomerates, and ultrasonic
mixing to further destroy conglomerate bonds.  The intent of the
ORP-LVF treatment was to preserve the basic conglomerates that
would not disperse in a water suspension.

     The results of Little et al. (1973) indicate a relatively
small fraction of material in the less than 100-micrometer size
class.  This may be due to the difference in samples, or to oven-
drying the sample (which stablizes the conglomerates) and dry
sieving versus wet sieving the sample at 140 mesh.

     The results of Tamura (1975) from Mound Laboratory, Ohio and
Oak Ridge National Laboratory (ORNL) are for silt samples.  Thus,
it was expected that a large fraction of the material would pass
140 mesh.
                                 45

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                                                                  332
                     AIR SAMPLING TECHNIQUES


     Inhalation is the primary human intake pathway for pluto-
nium; thus air sampling data are the preferred environmental data
for inhalation exposure evaluation.  In order to assess inhala-
tion hazards from soil sampling, it is necessary to postulate
factors for resuspension and atmospheric transport of plutonium.
Air sampl'ing provides direct evaluation of atmospheric concentra-
tions of plutonium from airborne releases prior to deposition,
and a direct measure of resuspended material.  Furthermore, soil
samples only provide results for discrete points within poten-
tially heterogeneous areas--whereas air sample results indicate
the average concentration for plutonium over a general area.

     Air sample results are not always generally applicable to
human exposure or even to actual atmospheric concentrations of
the sampled material.  For plutonium, the emphasis is on the
particulate material.  Thus, there are the concerns of:

     a.   Isokinetic sampling--sampling at the air stream
          flowrate so that the particle size distribution of the
          sample is representative of that in the atmosphere.

     b.   The air sampler face velocity or linear flowrate
          should be representative of human biophysical
          parameters.  If the sampler inlet configuration and
          linear flowrate are not properly designed, the sampler
          will not obtain a sample of the representative
          particle-size distribution inhaled by man.  Intake and
          deposition within the respiratory tract is dependent on
          the equivalent aerodynamic particle-size distribution
          of the inhaled material.

     c.   If the sampler is of the filtration type, the filtra-
          tion material must be such as to provide retention of
          the airborne material at the sampling flow-rate.  The
          dust-loading pressure drop characteristics of the
          filtering material must be considered also.

     d.   The sampler must be properly located so that it obtains
          a representative sample of the atmosphere, i.e., not on
          the leeward side of buildings or hills.

     Given the above comments, it becomes apparent that a random
air sample does not necessarily provide all necessary hazard-
assessment information.  Sampling parameters must be defined.

                                 46 .

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                                                                   393
     There are several reference works on aerosol-sampling
technology (Mercer, 1973).  Thus, this section will not attempt
to discuss the physics of aerosols.  This section will focus on
aerosol-sampling techniques pertinent to assessing airborne
concentrations of plutonium.  The emphasis will be on techniques
designed for adequate flowrates and sampling times for assessing
environmental concentrations (less than 0.1 fCi of plutonium per
cubic meter of air).   A minimum detection level of about 20 fCi
is required on the final separated sample.  Assuming a chemical
yield of 50 percent, and given the uncertainties in sample
analysis, a reasonable minimum required activity in the sample is
80 fCi.  The necessary sampling rate is equal to the minimum
required sample activity divided by the product of air concentra-
tion and sampling time.  Thus, assuming an air concentration of
0.05 fCi/m3, a sample volume of 1600 cubic meters is necessary.
Therefore, for a flow-rate of one cubic meter per minute, the
sampling time required is 1600 minutes, or about one day.

     Work by Bagnold  (1954) and Chepil and Woodruff (1963),
referenced by Anspaugh et al. (1975) and Buck et al. (in press),
indicates that saltation and surface creep account for the
majority of airborne soil movement.  These processes generally
include soil particles from 50-500 micrometers and 500-2000
micrometers, respectively.  Thus, although these processes
generally move particles near the ground  (within one meter), air
samples should be scrutinized to insure that they do not contain
large amounts of material above the respirable particle-size
range  (5 to 10 micrometers).

     The phenomena of resuspension is generally related to
particles ranging up to 50 micrometers.  Thus, only a fraction of
windborne material related to resuspension is respirable, and
resuspension accounts for less than 10 percent of airborne soil
movement.

PHYSICAL CHARACTERISTICS OF AEROSOLS

     The physical characteristics of airborne particles are
generally described by their aerodynamic characteristics.  In
simple terms, the forces acting on a particle are proportional to
the  density of the particle and the square of the diameter of the
particle for particles of the density and diameter of interest
for  plutonium inhalation  (Mercer, 1973; Morrow, 1966; and ICRP,
1972).

     Deposition of plutonium-related particles greater than
10-micrometer aerodynamic diameter in the pulmonary section of
the  lungs is essentially zero (Mercer, 1973 and Morrow, 1966).
The  aerodynamic diameter relates to the equivalent diameter of a
particle with a density of 1 g/cm3 which responds similarly in
air  streams to the subject particle.
                                 47

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                                                                  334
     The terminal setting velocity of a particle can be described
as (Eisenbud, 1963) :

                    V = 0.003 pd2

              Where V = velocity (cm/sec)

                    p = density of particle (g/cm3)

                    d = particle diameter (ym)

     This equation is applicable for particles with streamline
motion  (e.g., density less than 10 g/cm3 and diameter less than
50 ym or d less than HS/p1^).  When the diameter of a particle
is less than the mean free path of gas molecules, Stokes' equa-
tion underestimates the terminal settling velocity.  This can be
corrected for by using Cunningham's modification of Stokes1
equation (Eisenbud, 1963) :

               Vc = Vs[l + (1.7A/l(Td)]


         Where V  = corrected velocity


               V  = Stokes '  Law velocity


                X = mean free path of gas molecules ,

                    about 10*5 cm at sea level.


                d = particle diameter, ym

     The air entering the nose is actually deficient', with
respect to the ambient air,  in particles having settling
velocities similar to the inhalation face velocity and normal
wind speeds. (ICRP, 1966).  The inhalation face velocity is
(ICRP,  1966):

     n rnn  i     15     nose     meter     min    0 r    ,
     1500 ml  x mI5-  x^-g-jjp x         x       = 2.5  m/sec
     The assumptions are:

     a.   Tidal or inspirational volume, 1500 ml

     b.   Inspiration rate, 15 per minute

     c.   Cross sectional area of nostril, 0.75 cm2 or
          1.5 cm2 for nose.

                                 48

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                                                                  335
     The above parameters correspond to a reasonable level of
activity, somewhat equivalent to industrial workers.  Basal
metabolism is about 500 ml tidal volume with 12 respirations per
minute (Comroe et al., 1963).  Mild to moderate activity would
relate to 750 cm3 and a respiration-rate of 15 per minute
(ICRP, 1966).

     Air sampler face velocities vary over a wide range.  A
volume of 1 1/min for a 1 cm diameter filter (0.785 cm2) relates
to a velocity of 0.21 m/sec  (1 ft3 /min through a 1- in diameter
filter is 0.93 m/sec).  Thus, for a nominal high volume sampler
(1 m3/min for an 8 by 10 inch filter having an effective filter
area of 7 by 9 inches), the face velocity is 0.41 m/sec.  If a
4 in-diameter filter was used, the velocity would be about
2 m/sec.

     A nominal wind velocity of 10 miles per hour is 4.47 m/sec.
Thus, it becomes apparent that it is difficult to sample
isokinetically with conventional filter-type samplers.   The high
volume sampler only has a face velocity of 2 m/sec with a
4 in-diameter filter.  Even the face velocity for the human nose
is about 2.5 m/sec, or the equivalent of 5 miles per hour.

     Patty (1958) indicates that the air velocity drops to about
10 percent at one diameter from the face of an exhaust vent.
Thus, given the ratio of the diameters of air samplers and human
nostrils (generally 10 cm versus less than 1 cm, respectively),
air samplers with face velocities 0.25 m/sec generally should be
equivalent to the human nose.  Furthermore, the settling velocity
of a 10 ym aerodynamic equivalent particle is only about
0.3 cm/sec; i.e., two orders of magnitude less than a sampler
face velocity of 0.25 m/sec.

     The above does not resolve the problem of subisokinetic
sampling rates.  If the sample face is oriented downwind, there
is a definite probability of unrepresentative sampling due to an
inadequate capture velocity.  Sehmel (1973) has generally
resolved this problem by placing samplers on a pivot.  The
sampler orientation is then controlled by a wind-oriented cowl,
so that the sampler is oriented into the wind.

TYPES OF AIR SAMPLERS

     There are several techniques for obtaining samples of the
particulate material suspended in air.  They include:

     1.   Mass air samplers where the air stream is drawn through
          a filter medium.

     2.   Electrostatic precipitators where the particulates are
          removed from the air stream by electrostatic force.
                                49

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                                                                  396
     3.    Impactors which normally are used to segregate the
          particulates into various size categories.   Particu-
          lates are impacted on various stages (size  categories)
          as a result of channeling the air stream around the
          impaction plane.

     4.    Air elutriation sampling techniques separate particles
          on the basis of the settling velocity.   The differen-
          tial of the settling velocity and the velocity of the
          air current in which the particle is moving is used to
          separate particles based on their size and  density.

     5.    Aerosol centrifuges utilize the same principle as
          elutriators, except centrifugal force is used in place
          of gravitational force.

Many samplers utilize several of the techniques.   Andersen
impactors use several impactor stages to segregate particles into
size fractions from 1 or 2 to 10 micrometers and a filter to
collect the smaller particles.  The sampler may be designed to
exclude material over 10 micrometers.  Some characteristics of
the various types of samplers are discussed below.

Mass or Filter-type Air Sampler

     An air mover is used to draw air through a fibrous or
membrane-type filter.  Although particle sizing can be done
either through optical or audioradiographic techniques, or by
using filter packs containing filters with different  size pene-
tration characteristics, normally particle sizing is  not done for
filter-type samples.

     Filter-type samplers come in a large range of sizes; from
personnel monitoring devices having flowrates of liters per
minute, to the high volume samplers at about 1000 liters per
minute.  Anspaugh et al.  (1974) report on an ultra high volume
sampler capable of flowrates of 25,000 liters per minute.  This
sampler was designed to obtain samples of resuspended dust over
short periods of time.

     The principal parameters for filtration-type samplers are
the flowrate, face velocity, and the filtering medium.  The
flowrate determines the volume of air sampled per unit time and,
thus, in part, dictates the sampling time, assuming the amount of
material collected is near the MDA.*  The face velocity affects
not only the characteristics of the aerosol drawn into the
sampler, but also the fraction of material collected by the
filter.  The decision concerning filtering material must be based
on face velocity, expected dust loading, proposed analytical
techniques, particle size retention requirements, and pressure
drop characteristics.
*  MDA;  minimum detectable activity, see Sample Analysis Techniques
       section.
                                 50

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                                                                   337
E 1 e c t r o static Pr e c ip i t at i on

     This is a two-stage process.  First, the particles must be
charged in a unipolar ion field.  In the second stage, a strong
electric field is used to precipitate the charged particles on a
suitable collection surface (Mercer, 1973).  Collection efficien
cies of 99.9 percent can be obtained for particles of 0.2 to 0.7
micrometer mass median diameter; whereas particles around 0.2
micrometer are difficult to collect because of the small charge
retained by the particle.  Because of design complexities and
power requirements , electrostatic precipitators are not used
commonly in environmental sampling.

     Recently, the U.S. Environmental Protection Agency
laboratory at the Research Triangle Park in North Carolina has
participated in the development of an ultra high volume sampling
system.  The system is capable of flow-rates of 26 m3/min.  The
particulate material is segregated into respirable and non-
respirable material by use of an electrostatic precipitator and
other techniques.

            Cascade Imp actors
     Cascade impactors are composed of a series o'f impactor
stages and a final filter.  The units of interest generally
provide several fractional steps for particles between 1 and
10 micrometers in diameter, with the final filter collecting
material less than 1 micrometer in diameter.  Cascade impactors
have demonstrated their ability to provide particle-size distri-
butions, based on the equivalent aerodynamic diameter, for
ambient levels of airborne particulate material.

     A single impaction stage is composed of a plate with
precision-machined orifices followed by an impaction plate.  The
impaction plate contains the orifices for the next stage.  The
airstream 'flows through the orifice, and as it is impinged on the
impaction plate the airstream splits to go on through the adjoin-
ing orifices.  The inertial qualities of the particles cause
those in the designed size spectrum to be impacted tin the impac-
tion plate, directly below the orifice.  The deflected airstream
goes through the adjoining orifices.  The orifices are of a
slightly smaller diameter than the previous stage.  Thus, the
constant air volume, but smaller orifice diameter results in an
increased air velocity, with the resulting impaction of the next
size smaller particles on the following impaction plate.

     Mercer (1973) presents a detailed account of the theory of
impaction units.  There is not a discrete cutoff of particle size
increments with each stage.  Mercer (1973, Figure 6.36), illus-
trates the general fractionation that occurs.  The hypothetical
aerosol is assumed to be made up of unit density particles with a
geometric mean diameter of 10 micrometers and a geometric

                                51

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                                                                   338
standard deviation of 2.  The effective cutoff aerodynamic
diameters (ECAD) are 16, 8, 4, and 2 micrometers.

     It generally is assumed that all particles collected on a
given stage have aerodynamic diameters larger than the ECAD for
that stage.  A stage not only does not collect all particles
above the ECAD, but collects some particles smaller than the
ECAD.  Some material is assumed to be collected that is not
collected, and some material assumed to be passed by a stage is
actually retained.  These are about equal for each stage.  Thus,
the actual mass per stage is approximately correct.  The differ-
ences in the mass for a stage generally are less for round jets
than for rectangular jets (Mercer, 1973, p.234).  The ECAD is the
diameter for a particle which has a 50 percent probability of
retention on the subject stage.

     In addition to errors resulting from non-ideal design there
are several potential sources of error.  These include wall loss
of material, disaggregation of particles, and rebound and re-
entrainment of deposited material.

     Wall losses refer to the retention of impacted material in
the impaction stages other than at the intended impaction area.
Mercer  (1973, p.235) reports wall losses ranging from 14 percent
to 2 percent for high sample volumes for a low volume sampler
(i.e. ,  0.05 to 0.15 1/min).

     Wall losses result from non-laminar flow between the stages.
However, the wall losses can be extenuated by rebound and/or re-
entrainment of the impacted material.  Mercer(1973, p.236) notes
rebound is a serious problem if the collection surfaces are not
coated with a soft layer to cushion the impact of particles (e.g.,
if the  impactor plate is used as the collection medium versus
using a filter for collecting the impacted material).  He also
notes that both rebound and re-entrainment put an upper limit on
the amount of material that can be collected on a stage without
degrading the operation of the instrument.

     Sehmel (1973) defines wall loss as the amount of material
associated with the walls directly above the stage of interest,
divided by the amount of activity on the stage of interest.  He
reports wall losses for the Andersen 2000, Inc., Model 65-100,
20 ft3/roin, high volume unit for stage loadings between about 50
and 200 mg.  The losses vary from about 1 percent at 50 mg/stage
to 5 to 20 percent at 200 mg/stage.

     Sehmel (1974) provided additional information on the wall
losses for the Andersen 2000 Inc., unit.  He noted the following:

     1.   There appears to be no direct relationship between
          interstage losses and stage loading.


                                 52

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                                                                  339
     2.   The data  indicate  wall  losses  of up to 20 percent.
         Operations  during  dust  storms  would undoubtedly result
         in higher wall  losses.

     3.   The average particle  size  in the interstage material
          (wall  loss)  for each  stage was much larger than should
         have been present  for the  respective stages.   Appar-
         ently,  some nonrespirable  particles work their way
         through the various stages.   This tends to give results
         that are  conservative (i.e., there is more respirable
         material  indicated as being present than actually is
         present in  air).

     There  appear to  be  only two  high-volume impactors  available
through commercial  sources.   The  Andersen 2000 Inc. is  based on
20 ft3/min  flow  rate  (566 1/min).   The unit has four stages with
cutoffs at  7.0,  3.3 , 2  , and 1.1 micrometers, with a backup
filter for  material less  than 1.1 micrometers (Burton et al.,
1973).   The unit is about 30 cm in diameter and can be  matched to
high-volume air  samplers.  The  operation of the unit has been
reviewed by Burton et al. (1973)  and Sehmel (1973, 1974).  In
addition to the  previously indicated information, Burton et al.
(1973)  note that some types  of  fiberglass filters are prone to
absorb atmospheric acid  gases.   Thus, the total mass amount of
collected material  cannot be directly related to a mass air
sample result  for a single sample.  Apparently, fiberglass
filters with a pH adjusted to 6.5 largely resolve the problem.

     Tech Ecology,  Inc.  markets a 5-stage cascade impactor
designed for a flow rate  of  40  ft3/min (1,130 1/min).  Tech
Ecology model  252 has size cutoffs of 8.2, 3.5, 2.1, 1.0, and 0.5
micrometers, with a final filter for less than 0.5 micrometers.
The unit is rectangular  and  fits  the standard 8 x 10-inch
high-volume filter holder.   The impactor orifices are rectangular
slits 12.5  cm  long.  An  advantage of the design is the  small
amount of filter paper (about 170 cm2) that has to be analyzed
for results from each stage.  There  appear to be no published
reports evaluating this  unit.

     Sehmel (1973)  reports results of a study with the  impactor
facing into the  wind, and with  the impactor face pointed vertic-
ally up or  down.   About  50 percent more material was collected
with the sampler pointed up  versus down.  The results with the
sampler oriented into the wind, with a wind directed cowl, fell
between the upward and downward oriented sampler, and were
considered  to  be the  most valid of the three sets of results.
The data were  obtained usine Andersen 2000 Inc. samplers.  The
flowrate was 20  ft3/min   (570 1/min), and the linear velocity for
the 6-in (15-cm)  diameter cowl  was 0.54 m/sec (1.2 miles/hr).
                                53

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                                                                  3GG
Air Llutriator and Centrifugal or Cyclone Samplers

     Air elutriators and cyclones utilize similar processes.  The
settling velocity of the particle is used to fractionate material
in elutriators, whereas cyclones utilize centrifugal force con-
cepts.  Both systems generally are used in two-stage samplers.
The elutriator and cyclone stages are used to remove the non-
respirable material from the air stream.  The respirable material
(less than several micrometers in diameter) is collected on a
filter in the second stage.

     The fractionated particulate material passed by the cyclone
generally relates to the definition of respirable material desig-
nated as the Los Alamos Scientific Laboratory (LASL) criterion.
The horizontal elutriator passes material which relates to the
criteria of the British Medical Research Council (1961J.   The
LASL criteria resulted from a meeting called by the Atomic Energy
Commission, Office of Health and Safety, at Los Alamos in 1961.
Thus, the term AEC criteria is also used.  The American Confer-
ence of Governmental Industrial Hygienists set forth a slightly
revised version of the LASL criteria (Federal Register, 1969).
These criteria, are summarized by AIHA (1970) and Ettinger
et al. (1970) .

     Air elutriation is a process of particle separation based on
the settling velocity of the particle.   This process may be done
on either a horizontal or vertical plane—thus horizontal or
vertical elutriators.  Both techniques are based on the compari-
son of particle settling velocities and the velocity of the air
stream transporting the particle.

     In vertical elutriators, the particles are carried upward in
a diverging air stream until they reach a point in the air stream
at which their settling velocity equals the vertical component of
the diminishing air velocity.  Vertical elutriators have been
used for size-fractionation of powders, but have received little
use as air samplers  (Mercer, 1973, p. 192).

     In horizontal elutriators (HE), the particle settling
velocity is normal to the transporting air velocity.  The air
stream passes through a horizontal duct.  The distance from the
duct inlet at which particles fall out is inversely proportional
to their settling velocity or aerodynamic particle size.   The
size distribution of material along the path length of the duct
varies, thus indicating the potential for obtaining an indication
of the size spectrum.

     The vertical dimension of the inlet air duct of a HE is
generally a significant fraction of the total vertical fall
height.  Thus, particles entering at the lower level of the duct
have a reduced fall height, compared to particles entering the
upper part of the duct.  Thus, there is a general spread of the

                                 54

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                                                                  60]
size distribution along the horizontal length of the HE.  Mercer
(1973) indicates that a sharp cutoff can be obtained with a
properly designed HE.  Wright (1954) indicates the comparison  of
the actual and theoretical retention values for the 100  1/min
Hexhlet instrument.  The following retention values generally  are
obtainable (Wright, 1954; AIHA, 1970; and Mercer, 1973):

          Particle Size            Percent Retention

          (micrometers)                (In HE)

                1                        %2

               <2                        10

                5                        50

                7                       100

      Lippmann (1970) describes various HE's.  Although most of
the units operate in the liter-per-minute category, Wright (1954)
presents data on the Hexhlet unit, designed for 100 1/min.  The
design was subsequently revised to 50 1/min.  Shanty and Hemeon
(1963) discuss a unit designed for a flowrate of 1250 1/min.

      Lippmann (1970) notes it is generally difficult to  collect
the material from HE units for analysis.  In many designs, it
apparently is difficult to clean the HE adequately, to prevent
future samples from being contaminated by re-entrained material.
A preference for cyclone separators is noted.

      Centrifugal or cyclone samplers (CS) separate particles
based on their centrifugal force (i.e., mass and diameter, or
equivalent aerodynamic diameter).  They are more flexible than
HE's  in that they can be operated in any position.  Thus, small
cyclones have been developed as personnel monitors.  Lippmann
(1970) indicates a listing of CS's, most of which are in the
liter-per-minute flowrate range, although one unit with  a turbine
blower is rated at about 1000 1/min.  Volchok et al. (1972)
report results from the Rocky Flats, Colorado area using a 100
1/min CS described by Lippmann and Harris (1962).
                                              *
      The design parameters on a CS are critical.  Ettinger et  al.
(1970, Table 4) indicates the change in the cyclone retention
with  flowrate for a one-half inch unit.  Lippmann (1970) reports
that  most of the cyclone calibrations prior to about 1970 were in
error.  The errors were due to an overestimate of particle sizes,
as a  result of the microscopic measurement technique used.
Apparently the disagreements range up to a factor of two in
flowrate for describing a given size cutoff.  Given this, the
data  presented by Ettinger et al. (1970, Table 4) would  indicate
roughly up to a factor of two error in cyclone retention for 2-
micrometer particles.
                                 55

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                                                                  402
Combination Electrostatic Precipitation and Cascade Impaction

     Henry and Mitchell (1975) present data on a high-volume
sampler developed for EPA, Research Triangle Park, North Caro-
lina.  The sampler is designed for 28 m3/min (1000 ft3/min).  It
contains impaction stages designed for particles greater than 3.5
micrometer and 1.7 to 3.5 micrometer.  The final stage, for less
than 1.7 micrometer particles, is an electrostatic precipitator.
There does not appear to be any published information evaluating
the operation of the unit.

TYPES OF FILTRATION MATERIAL

     Many of the characteristics and limitations of filtration
samplers relate to the filter medium.  Based on their physical
structure, filters can be classified as either fibrous mats or
porous membranes.  Filters have varying particle size retention
characteristics, and the characteristics of a given filter are
dependent on the airstream face velocity.  Other considerations
include dust loading and associated pressure drop, and the
presence of trace materials (e.g., uranium, thorium, and radium)
in the filter material.

     The theory of fibrous mats is discussed by Mercer (1973,
p.115).  Fibrous filters are made of cellulose fibers, plastic
fibers, glass fibers, and other materials including asbestos.
The filter performance is closely related to the diameter of the
fibers, with the smaller diameter fibers having better collection
properties.  Collection of particles on filters is not solely a
sieving phenomena; rather, it is due to electrostatic forces,
interception, impaction, and diffusion.

     Most common filters, fibrous or membrane, have adequate
particle collection efficiencies for air sampling; however, it
has been noted that Whatman 41 cellulose fiber filters have a
fairly low efficiency (70 to 80 percent) at low face velocities
of 20 to 30 ft/min (about 0.13 m/sec or 0.28 mi/hr).  This is
equivalent to a flowrate of about 2 ft3/min (60 1/min) through a
4-inch (10-cm) diameter filter.

     Unpublished information from a study by Eadie, ORP-LVF
provides data on the dust loading and pressure drop properties of
several filters.  Tests were conducted on 4-in (10-cm) diameter
Whatman 541, Acropor, Gelman Type E Glass Fiber, and Microsorban
filters at initial flow rates of about 10 ft3/min  (280 1/min).
The results indicate that the glass fiber and Microsorban filters
had better dust loading properties than the other filters.  Glass
fiber filters showed a 30 percent decrease in flow rate with a
filter load of 260 mg.  Microsorban indicated less than a 10
percent decrease in flow rate with a load of 200 mg, the highest
load used on the Microsorban tests.  Conversely, Whatman 541
paper indicated a 60 percent flow rate decrease with a dust load
of 200 mg or less.

                                 56

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                                                                  403
     The filter composition affects the difficulty and precision
of radiochemistry analysis.  The ease of wet or dry ashing
Whatman paper always has made it a favorite with chemists.  The
difficulty of dissolving fiberglass filters and the associated
trace elements put in solution have provided difficulty for
radiochemical analysis.  Even with refined techniques, the EPA's
Las Vegas analytical laboratory has found about 80 in2 (500 cm2)
to be the maximum amount of fiberglass material to be amenable to
plutonium chemistry analysis.

     Microsorban, a polystyrene fibrous mat material, is very
amenable to radiochemistry.  If dried and heated for several
hours at increments of 100°C to 350°C, it can be white-ashed to a
powder at 600°C.  When put in solution, it essentially has zero
residual (Golchert, Argonne National Laboratory, Personal commun-
ication, Feb. 1975).

     Filtering materials contain numerous trace elements.  These
elements include uranium and thorium progeny, and many metals
(especially in the fiberglass filters).  The amounts and vari-
ances of the trace elements significantly effect the sensitivity
of monitoring low levels of these trace elements in air.   Table
15 indicates values determined by ORP-LVF for some, of these
contaminants in several filters.

     The analyses for many of the radionuclides are incomplete.
However, it is evident that most of the filter materials contain
varying amounts of radium-226, uranium and thorium.  Admittedly,
some of the variation may be due to analytical or counting error,
but many of the results were based on a composite of four fil-
ters.
     Golchert, in a private communication on Feb. 11, 1976, noted
that Argonne National Laboratory has detected concentrations of
4 to 18 fCi of thorium-232 and 2 to 8 fCi of uranium-238 per 780
cm2 of Microsorban.  These relate to average values of about
1 fCi and 0.5 fCi, respectively of thorium-232 and uranium-238
(1 fCi total uranium) for a 4-inch diameter (10-cm) Microsorban
filter.  These values are significantly lower than the radium-226
values given in Table 15.

     Given several assumptions, these trace contaminants can be
related to equivalent air concentrations.  Assuming a sampled
volume of 2000 m3 (1.4 m3/min for 1 day), a contamination level
of 0.2 pCi/filter is equivalent to an air concentration of 0.1
fCi/m3.  This is about one-fifth of the nominal radium-226
ambient concentrations (see section on natural activity).
                                 57

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                                                                   494
     TABLE 15.  RADIONUCLIDE LEVELS  IN  AIR FILTERS (ORP-LVF)
                            pCi        per         Filter
Filter
Material
Whatman 41
Whatman 541
Number
of
Samples
4
2
Ave
(g)
0.62
Weight
. Range
1.06
0.62 1.01
Ra-226 U-238 Th-230
Ave Range Ave Range Ave Range
0.16 1.82
0.30 1.28
Th-232
Ave Range


Gelman Glass
Fiber          7    0.52  1.04  0.26 1.96  0.085 6.15  0.18  1.63  0.013  2.00

Microsorban     5    1.47  1.05  0.17 3.73

Acropore       5    0.41  1.02  0.90 5.7

Millipore      1    1.7   	  0.1  --- <0.01
*  The range is the ratio of the highest result to the lowest result.
     There appears  to  be  minimal,  if any,  plutonium contamination
in air filter materials.   Thus,  these contaminants are somewhat
academic for sampling  related  solely to  plutonium.  But their
presence should be  recognized  in determining methods for plu-
tonium analysis and when  considering gross alpha measurements.

     The variance of filter  weights  has  to be recognized if the
specific activity of the  material  on air samples is to be deter-
mined.  Mercer  (1973)  notes  that cellulose fiber filters are
prone to collect moisture from humid air.   At 100 percent
relative humidity,  a cellulose filter may  gain 17 percent weight,
compared to its dry weight,  versus 0.1 percent for fiberglass
filters.

AMBIENT CONCENTRATIONS OF NATURALLY-OCCURRING ALPHA EMITTERS

     The ambient concentration of  plutonium-239 in air is roughly
30 aCi/m3.  This is significantly  below the standard concentra-
tion guide of 10 CFR 20 for  individuals  in the general population
which is 60,000 aCi/m3.

     Ambient concentrations  of the naturally- occurring alpha
emitters range over several  orders of magnitude.  Values vary
from yearly averages of 100  aCi/m3 of total uranium, about
30 aCi/m3 of thorium-238  and 232,  and 50 aCi/m3 of thorium-230
(AEC, 1974a) to 2000 aCi/m3  of polonium-210 (AEC, 1973a).

                                 58

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                                                                   405
     Based on information in the previous section, roughly
100 aCi/m3 of the various nuclides could be accounted for by
contamination in the filter material, depending on the filter
material used and volume of air sampled per quantity of filter
material.

     By way of illustration, the total gross alpha activity on an
air filter result could be roughly 0.9 pCi under the following
conditions .   Assuming a sampling rate of 1 m3/min, a sampling
time of 100 minutes, and an estimated nominal ambient background
of 4000 aCi/m3, the gross alpha value is comprised of 0.5 pCi
from natural contaminants in the filter and 0.4 pCi of activity
collected during the sampling period.

     The gross alpha estimate is somewhat greater than the
average gross alpha estimates from Argonne National Laboratory
(ANL), Illinois, 2,500 aCi/m3 (AEC, 1974a); Rocky Flats,
Colorado, 5,000 aCi/m3 (AEC, 1973a); and Los Alamos, New Mexico,
1,000 aCi/m3 (AEC, 1973a).  The above gross alpha results are
based on longer run times (days); thus, the filter contamination
becomes less significant (estimated at 5,000 aCi/m3 in our
hypothesized value).  Also, the ANL and Los Alamos results are
based on Microsorban filter material, which has a contamination
value lower than the postulated value.  In addition to these
factors, the hypothesis of the gross alpha air concentration was
based on higher-than-normal values of natural radionuclides in
the atmosphere.  Even with the noted conservative assumptions,
the postulated ambient gross alpha estimate of 9,000 aCi/m3 is
significantly below the plutonium-239 concentration guide of
60,000 aCi/m3.

ANALYSIS OF AIR SAMPLES

     Analysis of air samples generally is equivalent to the
analysis of soil samples, plus considerations of the sampling
medium if a filter is used.  The medium generally does not pre-
sent unusual problems, except in the case of fiberglass filters.
Most membrane filters, Microsorban, and cellulose fiber filters
generally can be wet or dry ashed to a low residual.  The spe-
cific activity of naturally occurring uranium and thorium radio-
nuclides in air samples generally is similar to their specific
activity in soil (Golchert, ANL, personal communication, February
1976).

     Plutonium in air samples stems from both resuspended soil
and fallout.   In areas with an air concentration of about
30 aCi/m3  from atmospheric fallout and deposition on the soil of
less than 10 - 30 nCi/m2  (i.e., about 10 times background), the
plutonium concentration in air is largely a result of atmospheric
                                 59

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                                                                  406
fallout.a  Thus, the particulate material on air filters has a
higher specific activity than that in soil.   The information on
sample analysis in the following section is  applicable to air
samples.
a.  Douglas, ORP-LVF personal communication, February 1976 and
    A. Hazle, Colorado State Department of Health, personal
    communication, February 1976.

    G. Merrill (Air Force McClellan Central Laboratory, verbal
    communication, May 3, 1976) indicated that using plutonium
    isotopic ratios from mass spectrometry, a contribution from
    resuspended Trinity contamination (up to tens of percent)
    could be detected in the data from Douglas.
                                60

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                                                                  407
                   SAMPLE ANALYSIS TECHNIQUES


     In many situations it appears that the analysis of samples
is not integrated with the philosophy of collection of the
samples and the objectives of the overall program.   Plutonium in
soil, as well as in other media such as animal tissue, exemp-
lifies this situation, because of its potentially heterogeneous
distribution.  The objectives of the program may dictate com-
positing up to ten discrete soil samples, to insure a sample
representative of the sampled location.  The total sample,
composed of several kilograms, may be milled and mixed, with only
a small aliquot taken for the actual analysis.  This aliquot may
vary from as small as one gram (EMSL-EPA, Las Vegas prior to
January 1975) to about 100 grams (Krey and Hardy, 1970).  The
aliquot size for analysis is related to the difficulties of
dissolution of large quantities of soil, and for fusion tech-
niques the limitations and costs of the required analytical
apparatus.

     In most instances, the analyst follows the philosophy of
taking an aliquot which he thinks can be adequately analyzed.
The potential presence of discrete particulate plutonium in the
sample, and the probability of obtaining a representative frac-
tion of the material in the aliquot, may not be addressed.

     The problem of adequate sample size also relates to some
biological samples, such as bovine livers, kidneys, and bones,
etc., where it may not be convenient to analyze the whole sample.
Consideration of the heterogeneous structure of organs is neces-
sary if analyses of aliquots of the organs are to be meaningful.

ANALYTICAL SENSITIVITY

     Analytical sensitivities are generally related to the
counting error (Johns, 1975; Sill, 1971; Krey and Hardy, 1970;
Chu, 1971;  and Eberline, 1974).  In many instances, the minimum
detectable activity (MDA) is defined as a value which is equal to
the 2-standard deviation (SD) or 95 percent confidence level
(C.L.) value (e.g., 20 fCi ± 20 fCi).  Such results are normally
presented as less than values (e.g., <20 fCi).

     The use of a value of less than the 2-SD value results in
the significant probability of an erroneous statement.  If one
believes in the validity of the counting error, there is only a
50 percent  probability that the value is less than the 2-SD value
                               61

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                                                                  408
(e.g., <20 £Cij.   In order to have a 95 percent confidence level
statement, a value of the mean plus 2-SD should be used.

     Eberline Instrument Corporation (1974)  uses another  fairly
standard technique of three times the background counting error.
This gives an MDA somewhat less than the 2-SD equal to the mean
technique.  But,  as in the 2-SD technique the statement of a less
than value has a 50 percent or greater probability of being in
error.

     Robinson  et al. (1975) considered the  range of background
samples for plutonium-238 and the variation  of results for low
concentrations.  The objective of the study  was to assess the
inventory above the baseline or background level near the Mound
Laboratory, Miamisburg,  Ohio.  Aliquots of a sediment sample from
50 miles upwind of the plant were used for background determina-
tions.  The reported gross concentrations in the background
samples (no system background subtracted) ranged from 0.000 to
0.765 pCi/g with a mean of 0.077 ± 0.040 (1-SD for 50 values).
The minimum detectable level was set at 0.1  pCi/g.  Using 0.1
pCi/g and recognizing that background values ranged up to 0.8
pCi/g, the sample results were reported as less than 0.1  pCi/g or
the actual result for values above 0.1 pCi/g.  Blank background
values were not subtracted from the results.  Actual plutonium-
238 background values for this area were reported to be 0.0002
pCi/g for 30 cm (12 in.) depth cores, or roughly 0.002  pCi/g for
the top 5 cm (2 in.).

     Although the results of Robinson et al. are not directly
applicable to studies at background levels,  the concept of using
the variation in low level results, versus the counting error, to
define the MDA has merit.

     The sensitivity of analytical procedures is inherently a
function of five parameters, some of which are reasonably fixed,
but several of which can be varied.  The parameters are:

     1.   Sample size:  The sensitivity depends on the total
          amount of activity present.  Thus, ideally the sensi-
          tivity of a 10-gram sample is one-tenth of that for a
          1-gram sample.  The acid dissolution and fusion tech-
          niques tend to have a nominal maximum of about 10 grams
          of sample.  The ease of analysis,  size of vessels and
          quantities of interfering elements generally result in
          the analysist's preference for a sample smaller than 10
          grams.   7 ie size refers to the dry weight of soil, or
          weight of ash for biological samples.

     2.   Radiochemical yield:  The yield is not an independent
          variable.  Mullins (EMSL-LV, verbal communication,
          Feb., 1975) noted that although yields of 90 percent
          plus were obtainable with 1-gram soil samples,  the
          yield for 10-gram samples had been about 50 percent,

                                 62

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                                                                   409
          although there was hope for improving it.  The drop in
          yield is due to the interference from the increased
          quantities of elements such as calcium and iron.   Thus,
          the 10-gram samples are only the equivalent of 5-gram
          samples, or less, but there is still the benefit  of
          obtaining a more representative aliquot.  There is an
          additional uncertainty with low yields,  due to the
          uncertainty in the yield determination.   A measured
          recovered activity divided by a yield of 90 percent
          (with an uncertainty of 10 percent)  has  a much lower
          uncertainty than a value divided by 50 ± 101 or 20 ±
          101.   There is the additional uncertainty related to
          the conventional propagation of error techniques
          (Parrott, 1966 and Pugh and Winslow, 1966).  The
          simple technique for the square root of  the sum of the
          squares of the coefficient of variation  only applies
          for the division of parameters if the coefficient of
          variation is at most 20 percent, and preferably less
          than several percent.  If the error term for the
          denominator is large, the limits are much more diffi-
          cult to calculate, and they are not symmetrical around
          the mean (Finney, 1971).

     3.   Counting efficiency:  Optimally 50 percent for 2ir
          geometry, but generally about 20 percent for alpha
          spectroscopy.

     4.   Background counting rate:  The background error and
          sample counting error are propagated by  the square root
          of the sum of the squares. The background for alpha
          spectroscopy is generally low (counts per hour or less)
          and stable enough that backgrounds and/or blanks  are
          only run about once a week or less.   Thus, there  is the
          potential for actual errors in the blank count that is
          used to correct the sample gross count to a net count,
          'if the chamber is contaminated.

     5.   The counting time for both the sample and background or
          blank impacts the sensitivity as a result of the
          counting error calculation.  The counting error or
          standard deviation is generally assumed  to fit the
          normal distribution with the variance equal to the
          total counts (i.e., standard deviation equal to the
          square root of the total counts).  Thus, doubling the
          counting time reduces the percentage counting error by
          the square root of 2 (100 counts ± 10, versus 200
          counts ± 10/2~).  Counting times for low-level alpha
          analyses are normally 1000 min. (Johns,  1975).

     Most calculations of counting error and thus  statistics
(e.g.,  Johns, 1975) assume the applicability of the normal
distribution.  Nuclear disintegration or counting  statistics are
basically described by the binominal distribution  (Evans, 1955,
                                 63

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and Jarett, 1946).   It is only through generalizations and
assumptions that the normal distribution is applicable.  The
basic assumption of concern for low level determinations of long
half-life radionuclides is the accumulation of sufficient counts
for the transition from the Poisson to the normal distribution.
The minimum value normally stipulated is 20 counts, below which
the Poisson is too skewed to be approximated by the normal (Evans
and Jarett).  Jaffery (1960) stipulates a value of 100 counts.

     For a mean of 20 counts, the mode of the Poisson is 19
versus the mean and mode of 20 for the normal (Jarett, 1946).
Figure 3 is a cumulative frequency plot for a mean of 10 events.
The cumulative 50 percent point for the Poisson is about 9,
versus 10 for the normal distribution.

     Most of the minimum detectable activities (MDA)* are associ-
ated with net sample counts of about 10 above a background count
of 0 to 5 - where both counting times are about 1000 minutes.

     Equation 1 indicates the calculation for the probability, P,
of x events occurring for the Poisson distribution, where m is
the true value
                        x     **
               P(x) = m  exp-m                         (1)


     Equation 2, using the same nomenclature, indicates the
probability P (x) for the normal distribution

               P rvi - 1 exp-(x-m)2/2m
               r ^AJ - 	                 ("91
                          (2 Trm) 0.5                    L^J


     For an assumed mean or true value of m = 2, the probability
of occurrence of a value of two is similar for the two distribu-
tions  (i.e., 27.41 for the normal, versus 27.11 for the Poisson).
But, the probability values of one or three occurring differs  by
about  20 percent for the two distributions (the values for the
normal distribution are integrated between x plus  and minus one-
half) .

     It is difficult to assess the full impact of  the  limitation
of the assumptions in using a normal distribution.  But for
samples near the MDA, if results related to counts of  10  or  less
events are used, it appears that the errors in the counting  error
statements and in actual results could be several  tens of percent,
   For these purposes MDA is used as a general term to indicate
   the defined detection limit.  No attempt is made to distin-
   guish between the original sample, a prepared sample, or
   curies versus counts.
** exp-m = e
                                 64

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  18
  14




  12
i/»
i—
Z
UJ
u 10

u.
o

2  8
                                             Normal
                                                P o i s s o n
3
Z
  0.01     0.1   0.5  1  2    5   10           SO            90          99
        PROBABILITY OF LESS THAN NUMBER   OF EVENTS OCCURRING
 Figure  3. Cumulative frequency plot for  a  true value of  10.

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                                                                  412
     Johns (1975)  presents equations for calculating the
plutonium-239 activity in a sample and the associated counting
error.  The calculations use the ratio of the plutonium-236
tracer added to the sample to the recovered plutonium-236, rather
than an actual detector efficiency.

     The counting error equation is  a propagation of error of the
square root of the sum of the squares of the coefficients of
variation for the following parameters:

          - Sample count for plutonium-239

          - Reagent blank count for  plutonium-239

          - Sample count of plutonium-236 tracer

          - Reagent blank count for  plutonium-236 tracer

     This results in a rather complete analysis of the counting
error for a sample.  For samples near the MDA, the sample count
is probably around 10, and thus has  the  previously noted limita-
tions of not being normally distributed.  The same is true for
the background or blank count for all analyses.  Thus, the error
term may not be truly representative by  up to tens of percent for
the two values.

      In talking to personnel from various laboratories,  it was
discovered that some do not subtract an  instrument background and
few subtract a reagent blank background.  The significance of
errors associated with these practices depends on the level of
sample activity, as well as the degree of possible contamination
of the counting instruments, reagents, laboratory glassware, and
tracer solution.  Given the potential for errors, it is  prudent
not only to subtract background, but also to run reagent blanks
containing the tracer, and use this  blank as the background.

     A general review of the effects of  various actual numbers
would indicate a potential for a misrepresentation of the error
term by up to 30 percent for values  near the MDA (assumed to be
about 10 counts).  The calculations  indicate a nominal MDA of
about 20 fCi/sample; assuming 1000-min count time, high chemical
yield (about 90 percent), and low background (0-5 counts in 1000
min).  Consideration of the assumptions  indicates that the actual
MDA varies from sample to sample, if it  is based on counting
error.  Thus, single values are only nominal estimates based on
representative results.

     Sill (unpublished document) presents a counting error
evaluation which includes several additional factors.  Although
Sill included error estimates for the tracer standardization and
for correcting the tracer for decay since standardization, these
errors are a small part of the total error.  The error associated
with the sample count accounts for well  over 90 percent of the
                                66

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                                                                   413
total error for his estimate. Furthermore, the potential  error  of
assuming the background is zero overshadows the contributions
from these other errors.

     MDA's from several organizations are summarized in Table 16.
Many authors do not report MDA's, and many that do, report them  in
terms of their specific sampling and analysis parameters  (e.g.,
pCi/g or nCi/m2 for soil, or pCi/m3 for air).  The basic  MDA for
plutonium analysis by alpha spectroscopy is based on the  amount
of plutonium present on the electroplated sample and the  count
time.  Inclusion of the chemical yield and sample size results  in
secondary MDA's.

     Another approach for evaluating the MDA is to consider
results of samples that contain essentially no plutonium.  Table
17 from Krey and Hardy  (1970) presents results from two samples,
one collected prior to  1945 and the second collected from a depth
of 90 cm in 1970.  The  analyses were performed on 100-gram
samples and the counting errors are only one standard deviation.
Thus, the minimum numbers 0.0001 to 0.0003 dpm per gram relate  to
10 to 30 fCi per sample  (e.g., 0.0001 dpm/g x 103 fCi/2.22 dpm x
100 g/sample x 2 sigma  = 10 fCi per sample).

     The results for the Woodcliff Lake sample are surprisingly
high.  Krey and Hardy note the probable cause as contamination,
either during collection or analysis.  Two of the TLW values are
noted as suspect.

       TABLE 17.  PLUTONIUM IN BLANK AND LOW-LEVEL SAMPLES
                   (From Krey and Hardy, 1970)
      Sample
Laboratory
   dpm   per
Plutonium-239
gram
 Plutonium-238
Pre-bomb
(Collected before 1945)
ii
ii
it
ii
Woodcliff Lake, N.J.
(Collected below 90 on
in March 1970)
ii
H
ii
* Suspect value
HASL
IPA
IPA
TLW*
TLW
IPA
IPA
TLW
TLW
TLW
0.0003 ± 100%
0.0001 ± 100%
0.0001 ± 100%
0.0196 ± 7%
0.0001 ± 1001
0.0046 ± 7%
0.0043 ± 6%
0.0071 ± 9%
0.0468 ± 5%
0.0055 + 25%
0.0002 ± 100%
0.0001 ± 100%
0.0001 ± 100%
0.0054 ± 14%
0.0001 ± 100%
0.0001 ± 100%
0.0001 ± 100%
0.0009 ± 53%
0.0001 ± 100%
0.0002 + 100%
                                 67

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                                     TABLE 16.  SUMMARY OF MDA'S FOR PLUTONIUM  IN  ENVIRONMENTAL SAMPLES
Investiqator
Denham and Waite (1974) Survey3
Johns (1975)
Poet and Martell (1972)
AEC (1973a), Sedlet et al. (ANL)
Robinson et al. (1975)
E. Geiger (Eberline Instrument
CT> Corporation Verbal 5/7/75)
Krey and Hardy (1970) (estimated
by Bernhardt)
Smith and Black (1975)
McDowell et al. (1973)
Majors et al. (1974)
McBryde (McClellan, Verbal, 1975)
Church(1974) REECo et al.
Definition Basic MDA
of MDA fCi/sample
... *3»pu
239pu
*-<2a 20
Only report
1 a error
x±2a -\-5(?)

x±2a 20
MO-55
x±la 20
Sample=Bkgdc 140
x>la(?) 20
15,000
x>la 0.06-6
•V300.000
Soil Air
Sample Sample
fCi/g Size fCi/mJ Size
(g) (m3)
3 (0.03-500) 10"3 (5xlO:"-0.1)
3 (0.4-30) 5xlO"3 (10" -0.1)
20 Ig
4 lOgb

10-" 25-60xl03
100 10
10

(liquid scintillation, alpha spectrometry)
(Gamma spectrometry for 21flAm)
(Mass spectrometry with sophisticated and
3,000 100
2!llAm in soil
Water Tissue
Sample Sample
fCi/1 Size fCi/g ash Size
(1) (g/ash)
5 (0.5-50)
10 (0.5-50)


0.1 45
0.5 10





routine chemistry)

a.  Summary paper of AEC Contractor techniques.   Single value is  considered typical; numbers  in sample size column indicate the range.
b.  Present yield on 10-gram samples is only about 50%.
c.  Sample countrate equals background countrate.

-------
                                                                   415
     A possibly unfair conclusion would be that "zero" for these
samples ranged from 10 to 55 fCi per sample, assuming the two TLW
samples can be excluded, which probably would not be the case for
unknown samples.

     Robinson et al.  (1975) report 50 values for a background
sample which should have contained only 0.2 fCi/g of plutonium-
238.  Their values range from 0 to 765 fCi/g, based on a 10-gram
sample (no background subtracted).  The standard deviation for a
single result is a counting error of 40 fCi/g.  Two times the
counting error, 80 fCi/g, essentially is equal to the average of
the 50 results, 77 fCi/g.  Based on their analysis, they picked
100 fCi/g as the minimum reporting value for reliable results.
This relates to an MDA of 1000 fCi per sample (100 fCi/g x lOg).
The intent of the reported project was to assess plutonium-238
contamination significantly above the background level of 0.2
fCi/g for a 12-in core.

     Figure 4 is a histogram of Robinson's et al. data.  It can
be  seen that 20 percent of the values (blank or background) are
above the MDA of 100  fCi/g.

     The optimum MDA, assuming essentially zero background, 1000-
min counts, and ignoring the limitations of the statistical
assumptions, is about 10 fCi.  Practically, a more reasonable
minimum is 20 fCi.  The value of 20 fCi relates to about
3 x ID'13 g of plutonium-239 or 1 x 10"15 g of plutonium-238.
Malaviya (1975) indicates a theoretical capability for mass
spectrometry of 10"18 g.

     In summary, there are several means of defining the sensi-
tivity of analyses, or minimum detectable activity.  The tech-
niques that give the  lowest MDA's that are reasonably valid are
based on the 2- or  3-sigma counting error.  The EMSL-LV technique
 (Johns, 1965), defines the MDA value as the mean value equal to
the two-sigma error.  Others sometimes use three times the
background counting error, which generally gives results similar
to  Johns (1975).  In  most instances when mean sample results are
below or equal to the MDA, they are expressed as less than the
MDA.

     It should be recognized that most less than values are only
a 50 percent probability statement.  That is, 50 percent of the
time the statement  is wrong.  A reasonable minimum MDA is about
20  fCi per sample;  i.e.,the counting error is 100 percent at the
2-sigma or 95 percent confidence level.  A more realistic MDA
statement , given the limitation of the statistical assumptions,
would be less than  20 fCi plus 1- or 2-sigma, i.e., 30 or 40 fCi
per sample.  These values are in essence per sample planchet,
after electroplating.  If the chemical (tracer) yield is only 50
percent, the values actually are 40, 60, and 80 fCi per original
s amp1e.

                                 69

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                                                              416
             Natural  Background
                       Selected  as MDA
                  100       200       300       400
                 f C i  Pu-238  per  gram  of  soil
                                          238
Figure 4.  Histogram  of blank or background '   Pu soil samples
                             70

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                                                                  (til
     Table 18 converts the sample MDA into MDA's for various
environmental samples.  It is evident from the table that present
analytical techniques can detect plutonium at concentrations well
below the standards.

SAMPLE TYPES

     The chemical and physical characteristics of samples in part
determine the dissolution technique for getting the plutonium in
solution for analysis, and the steps in the analysis that are
necessary to remove elements that interfere with subsequent steps
in the analysis, especially electroplating.  The various refrac-
tory compounds of plutonium, and the generally low solubility of
many plutonium compounds, requires emphasis on the complete dissolu-
tion of the sample material to assure dissolution of any associ-
ated plutonium.  If there is residual sample material, there is
concern that there may be plutonium in the residual.  Sill et al.
(1974) and Sill and Hindman (1974) indicate that non-fusion
techniques may leave up to 40 percent of refractory plutonium in
the undissolved residual.

     The refractory nature of plutonium in the sample is related
to several factors, including the following:

     1.   History of the source of the plutonium in the sample
          and its particle size distribution.  For example, Rocky
          Flats and global fallout plutonium generally are
          amenable  to leaching techniques  (Krey and Hardy, 1970),
          while plutonium from many of the NTS tests appears to
          be in the form of generally insoluble discrete parti-
          cles .

     2.   Sample preparation techniques, such as firing to remove
          soil organic matter, can produce refractory plutonium
          (Sill and Hindman, 1974).  Sill  and Hindman indicate
          that temperatures of about 700-1000°C produce refrac-
          tory plutonium.

     3.   The nature of the sample material, particularly soil
          samples,  can have an impact on the dissolution.  Lime-
          stone and coral are largely calcium carbonate and can
          be dissolved rather readily with nitric or hydrochloric
          acid  (AEC, 1973; Wessman et al., 1974; and E. Geiger,
          Eberline  Instruments Corporation, verbal communication,
          May 6, 1975).  The amount of calcium in a limestone or
          coral soil can produce  interferences in a fusion-type
          technique.  Iron oxides also are less prevelent in
          limestone and coral, resulting in less interference
          from iron.

     4.   Most soils are composed of from  50 percent to 80
          percent sandstone.  Thus, there  is a large amount of
          undissolved residual material from leaching techniques,
                                 71

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                               TABLE 18.  MINIMUM DETECTABLE CONCENTRATION

AIR SAMPLES
10 cfm - 1 day
10 cfm - 3 day
10 cfm - 7 day
40 cfm - 1 day
40 cfm - 3 day
WATER SAMPLES
1-liter
5- liter
SOIL
1-gram
10- gram
100- gram
a. IfCi/m3 =10"
b. An MDA of 40
SAMPLE
VOLUME

400 m3
1 ,200 m,
2,800 m3
1 ,600 m3
4,900 mj

1-liter
5^-1 i ter
1 gram
10 gram
100 gram
15 uCi/cc.
fCi is the
- MINIMUM DETECTABLE CONCENTRATION
UNITS * BASED ON SAMPLE MDA OF (


fCi/m3,xlOl5uci/cc
fCi/m3,xlOl5uci/cc
fCi/m3,x!015uCi/cc
fCi/m3,xlo]V:i/cc
fCi/m3,x-1015uCi/cc

fC1/lorlo!SuC1/ml
fCi/lorlo'^uCi/ml
fCi/g
These values are n fCi/m
same as the MDA for 20 fCi
20 fCi

0.050
0.017
0.007
0.013
0.004

20
4
20
2
0.2
or n x 10"15
with a 50%
40 fCi'D

0.10
0.03
0.014
0.025
0.008

40
8
40
4
0.40
uCi/cc.
chemical yield. A yi
POPULATION
i INDIVIDUAL)
RPG3-

60
60
60
60
60

5 x 105
5 x 106
	 r




ield of about
RATIO:
20 fCi MDA/RPG

0.0008
0.0003
0.00012
0.00021
0.00007

4 x 10"6 ,
0.8 x 10"°


100% has
been assumed.  The MDA's are for 20 or 40 fCi per original sample quantity.

There are no Federal Standards for Pu in soil.  Colorado stipulates 2 dpm or about 1 pCi/g.
are those from 10CFR20, for the most limiting form.
The RPG's
                                                                                                                      00

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                                                                  £19
         with  a  potential  for  retained plutonium.   Furthermore,
         there is  the  potential  for  plutonium oxide to occur in
         a  siliceous matrix.

     5.   Liver and kidney  samples  present  analysis  problems
         analogous to  or worse than  soils  because  of the  pre-
         sence of  heavy  metals,  other  than plutonium.   Due to
         various interference  mechanisms,  chemical  yields at
         times are close to zero (J. Mullins, EMSL-LV, verbal
         communication).

     6.   In essence,  analysis  of air samples  presents  the same
         difficulties  as the  analysis  of soil samples. The
         plutonium on  air  filters  is associated with essentially
         the same  material, with possibly  a smaller particle
         size  distribution, as the plutonium  in soil (e.g.,  0.05
         pCi/g x 100  ug/m3 =  0.005 fCi/m3, roughly  one-tenth of
         ambient air  background).  The air sample  filtering
         material  may  present  additional analytical difficulties
          (e.g.,  fiberglass air filters are difficult to dissolve
         and have  metals that  interfere with  the analysis of
         plutonium).

REVIEW OF ANALYTICAL TECHNIQUES

     As in most areas  of  life,  there  are few absolute generaliza-
tions that can  be applied to plutonium  analytical techniques.
Recognizing  this, but  also  recognizing  a need  for categorization,
plutonium analytical techniques may be  divided into  three  basic
techniques for  getting  the  plutonium  in solution and four  tech-
niques for plutonium quantification.

     The techniques for placing the plutonium  in solution  are:

     1.  Leaching: The  technique  generally is related to that
         of (or represented by)  Chu  (1971).  The basic  technique
         is to leach  plutonium from  the sample with HN03  and
         HC1.   The sample  generally  is digested for several
         hours at  boiling  temperatures.  The  technique has the
         advantage of  being able to  treat  large soil samples,
         nominally 100 g,  but  up to  1000 g or more.  Also, the
         technique is  less likely  than other  techniques to
         dissolve  interfering  elements along  with  the  plutonium.
         A  significant volume  of residue remains after the
         leaching. The  technique  can  be conducted  by  normal
         radiochemistry  technicians.   The  disadvantage is the
         potential for not having  dissolved all the plutonium,
         or having it  in an available  chemical state.

     2.   Acid  dissolution: This technique can be  considered an
         advanced  acid leach.   The basic difference is the use
         of additional HF  (the leach technique may  use some  HF)
         and the increased digestion and treatment  to  the point
                                 73

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                                                                 420
          where  essentially the whole sample is placed in solu-
          tion,  with only minimal  residue.   Hydrofluoric acid has
          the ability to dissolve  silica,  and also increases the
          solubility of refractory oxides,  forming fluoride
          complexes  (Sill et al.,  1974).   The technique generally
          is  amenable to sample sizes of  10 to 15 grams of soil
          or  ash,  although the implementation of the technique is
          easier with 1-g samples.  Mullins (EMSL-LV,  verbal
          communication) notes that the treatment of 10-g samples
          requires the use of professional  personnel,  or
          increased supervision of technicians.   The increased
          dissolution of the sample results in increased dis-
          solution of interfering  metals.   There is an increased
          probability of dissolving refractory plutonium, but
          there  is still some uncertainty  about complete dissolu-
          tion and chemical availability  of the plutonium
          (Mullins,  verbal communication,  January, 1975, and Sill
          and Hindman, 1974).  The EMSL-LV method generally is
          representative of this technique  (Johns, 1975).

     3.   Fusion:   Sill (1969) and Sill and Williams (1969) have
          developed the basic technique of  a pyrosulfate fusion
          for placing uranium and  the transuranium elements in
          solution.   The tentative EPA Reference Technique is
          essentially identical to this method,  Hahn et al. (in
          press).   Furthermore, this technique is used to check
          the efficiency of other  techniques (Sill et  al., 1974).
          This method generally is limited to 10-to 15-g samples
          because of available equipment  size limitations.
          Furthermore, the method  requires  a high degree of
          technician proficiency,  generally professionals.

     Sill et  al. (1974) present a  summary  of the concept of
several analytical techniques.  The following discussion is based
on their review.

     Basically,  analysis can be broken down into the following
phases:

     1.   Sample dissolution and addition  of tracer.

     2.   Chemical separations to  isolate  desired elements from
          interfering elements through precipitation,  volitali-
          zation,  and ion-exchange.

     3.   Electroplate  (or by other means)  place sample on
          planchet or metallic disk (or place in solution for
          liquid scintillation).

     4.   Count  sample by appropriate technique, such as alpha
          pulse  height analysis.
                                 74

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                                                                   421
     5.    Calculate sample activity and estimate analytical error
          term, based on tracer yield and blank or background
          count rate.

     Church et al. (1974), Majors et al. (1974J , and Gilbert and
Eberhardt (1974) report data on americium-241 analysis by gamma
spectrum analysis.  Values for plutonium-239 can be estimated
from assumed or calculated plutonium-239/plutonium-241 ratios,
based on radiochemistry.  Gamma spectrum analysis for americium-
241 essentially requires no sample preparation or radiochemistry.
The sample is dried and placed in a standard container.  Given
the relatively low gamma energy (60 keV) and photon abundance,
the sensitivity of the method is not adequate for ambient con-
centrations.  The sensitivity is about 100,000 fCi per sample,
plus or minus about a factor of five depending on the other gamma
emitters present and the counting time.  The technique is amen-
able to samples of roughly 100 grams (e.g., sensitivity roughly
1000 fCi/g or 1 pCi/g).  Piltingsrud and Stencel (1973) present
similar information for phoswich detectors.

     Each of the five analytical steps are discussed in detail
below.

Sample Preparation and Dissolution

     Sample preparation usually consists of drying the sample at
about 100 to 120°C.  This normally is the weight basis for
reporting results.  The difference in weight between air dried
 (Krey and Hardy, 1970) and oven dried weights may range up to 15
percent  (Bliss, EMSL-LV, verbal communication).  If there is a
significant amount of organic material and roots, the sample is
then heated in a muffle furnace to 400°C (Sill et al., 1974) or
to  600°C or more; or the material may be burned off with a blow
torch,  (Bishop et al., 1971).  Sill et al. (1974) and Sill and
Hindman  (1974) express the concern that the high temperatures
will increase the refractory nature of the plutonium.  This can
affect dissolution for silica soils, but apparently does not for
coral-type soils.

     Many authors recommend sieving the samples subsequent to
ball milling them  (e.g., Sill et al., 1974 and Krey and Hardy,
1970).   Gilbert  (verbal presentation at May 1975 NAEG meeting)
noted a  disparity between sieved and non-sieved aliquots of
groups of samples.   Gilbert's comments were not conclusive, but
indicated a concern  for sieving.  Possibly a disportionate amount
of  fines containing plutonium are electrostatically bound to the
larger particles.

     The following discussion of sample and plutonium dissolution
primarily relates to soil samples.  However, subsequent to
dissolution or combustion of the filter, it also can be related
to  samples of airborne particulates.  The dissolution of ashes
from various biological samples is similar.
                                 75

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                                                                  622
     Most of the techniques are based on dissolving the sample in
concentrated hydrochloric and nitric acids.   The digesting times
and temperatures vary.   One of the most significant variations
between techniques is the amount and concentration of hydrofloric
acid used.  Hydrofloric acid is recognized for its ability to
dissolve silica, the predominant material in most soils.

     Hydrofluoric acid is used to dissolve and break down the
silica and soil matrix.  The "dissolution" versus leaching
processes call for an excess of HF.  The leaching processes use
little, if any, HF.  The HF also acts as a catalyst for breaking
down the plutonium and getting it into ionic form in solution.

     Sill et al. (1974) and Sill and Hindman (1974) stress the
difficulty and necessity of getting the plutonium into a mono-
meric, ionic form.  Plutonium is prone to forming colloids and
complex ions.  Thus, dissolution alone is not sufficient--it must
be in ionic form.  Mullins (EMSL-LV, verbal communication) notes
that sometimes the miscellaneous heavy metals in liver or kidney
tissue can form complexes with the plutonium tracer, resulting in
a zero tracer yield.  Emphasis must be placed on insuring that
the sample and tracer are in chemical equilibrium; e.g.,  the same
ionic state.

     It is important that the tracer be added at the right time.
If tracer is added to an empty beaker, it may bind to the beaker.
The resulting low yield does not reflect the recovery of sample
plutonium.  Also, if tracer is added too late in the process, the
yield will not reflect plutonium losses prior to the tracer
addition.  In any case, there is always uncertainty as to whether
the tracer truly interacts with the plutonium in the sample.  The
probability is that the tracer may exhibit a yield higher than
that of the sample plutonium.  But it is possible that the tracer
plutonium may also be lost while the sample plutonium is still
tied to the sample, thus indicating a yield lower than that
achieved  for the sample plutonium.

     Sill et al. (1974) recommend a combination potassium fluor-
ide and pyrosulfate fusion subsequent to the previously indicated
acid treatment to ensure the complete dissolution of the sample
and associated plutonium.  They note that sodium carbonate or
hydroxide fusions do not guarantee complete dissolution, and that
the necessary subsequent steps often result in yields of less
than 50 percent to as low as 2 percent.

     The  anhydrous potassium fluoride fusion (in a platinum dish)
is used to insure the complete dissolution of siliceous material.
The pyrosulfate fusion is used to insure complete dissolution of
nonsiliceous materials, especially high fixed oxides (plutonium)
along with the volatilization of hydrogen fluoride and silicon
tetrafluoride.  Except for a small amount of barium sulfate, the
pyrosulfate cake resulting from the fusions can be readily
dissolved in dilute HC1.

                                76

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                                                                  423
     Sill et al. (1974) recommend that the fusion technique be
used to check undissolved residuals from other dissolution tech-
niques, resins, and various laboratory equipment.  They emphasize
the validity of checking residuals versus relying on tracer
yields or duplicate analysis by the fusion technique.

Chemical Separations

     Sill et al. (1974) precipitate the alpha emitters  (radium
through californium) with barium sulfate.  The various elements
are extracted from the solution through control of valence states
and solvent extraction.  There are several steps where care must
be taken to prevent the hydrolytic precipitation of plutonium,
the carry-over of iron or quadrivalent cerium with plutonium,
and subsequent electrodeposition interference.

     Sill et al. (1974) note that for soil samples, calcium is
the worst source of interference for the barium sulfate precipi-
tation, because of its relatively high concentration (^3%) in
most soils.  If the calcium present in 10 grams of soil precipi-
tates  as calcium sulfate and is filtered off, it probably will
carry  most of the alpha-emitter ions with it.  The acidity of
solution can be increased by the addition of HC1, but this
affects the barium sulfate precipitation.  Apparently, these
losses are acceptable  for plutonium up to a value of about 5
percent calcium in a 10-gram soil sample.  A dissolution of the
initial barium sulfate precipitate with reprecipitation is
necessary to remove small quantities of calcium and other ions
which  would interfere with electrodeposition and alpha resolution
from the deposited sample.

     Sill et al. (1974) note various modifications for recovery
of the alpha emitters  other than plutonium.  The basic method is
oriented to plutonium.

     Sill et al. (1974) report the activity associated with
sample residuals and the various pieces of analytical hardware.
This data can be used  to assess sources of cross-contamination
and critical points where sample activity may be lost.

     Talvitie  (1971) describes the basic method for ion exchange
separation of the elements.  The technique emphasizes the separa-
tion of iron to prevent interference during electrodeposition of
plutonium.  Talvitie's method is used by Johns  (1975).

     Bentley et al.  (1971) describe the LASL solvent extraction
technique.  The plutonium is extracted into di-2-ethylhexyl
orthophosphoric acid (MDEPH).

Electrodeposition

     Electrodeposition generally is used to produce the uniform,
essentially weightless, deposition needed for alpha spectroscopy.

                                77

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                                                                  424
The sample must be essentially infinitely thin to minimize self-
absorption, or energy degradation, of the alpha particles.
Evaporation of solutions on a hot plate does not produce an
adequately uniform deposit (Talvitie, 1972).  Several alternative
techniques include liquid scintillation counting as described by
McDowell et al. (1973), and co-precipitation of plutonium with
trace amounts of lanthanum carrier (Lieberman and Moghissi, 1968,
and Butler et al., 1971).  Mass spectrometry also eliminates the
need for electrodeposition, but equipment and personnel require-
ments generally are beyond the resources of most laboratories.
Most laboratories utilize alpha spectroscopy after electro-
deposition of the sample.  Although electrodeposition entails
inherent problems, it generally results in a higher quality alpha
spectrum than liquid scintillation or plutonium co-precipitation.
These alternate techniques, along with mass spectroscopy, will be
discussed at the end of this section.

     There are several basic potential problems associated with
electrodeposition.  One basic problem in all radiochemistry
procedures is residual contamination of equipment from prior
sample analysis.  This is especially true with electrodeposition
equipment.  Talvitie (1972) describes a technique based on
disposable electrodeposition cells to minimize this problem.
This process is used by EPA/EMSL  (Johns, 1975).

     Changes in the electrolyte pH during electrodeposition and
various elements, such as iron, interfere with electrodeposition,
increase the thickness of the deposit, and result in low and
variable yields.  Talvitie (1972) describes recovery from 1M
ammonium sulfate at pH 2 in a period of about 40 minutes.  It is
recommended that the iron content be less than 0.1 mg.

     Puphal and Olsen  (1972) describe recovery from ammonium
chloride-ammonium oxalate electrolyte over about 50 minutes.
They discuss the use of a chelating agent to reduce -the inter-
ference of some cations, and fluoride to alleviate the interfer-
ence from iron, aluminum, thorium, and zirconium.  But they noted
that the presence of even microgram quantities of rare earths can
cause serious interference if fluoride is added.

     Sill  (verbal, EPA/NERC-LV Workshop, now EMSL-LV, April 3,
1974) notes that using methyl red as a pH indicator prior to
electroplating results in the possible formation of plutonium
hydroxide.  Although the pH is corrected prior to electroplating,
the plutonium hydroxide may not dissociate and go back into
solution.  Thus, Sill recommended using thymol blue as the
indicator.  Hahn et al.  (in press), Johns (1975), AEC  (1974), and
Sill and Hindman  (1974) use thymol blue.

     Sill et al.  (1974) note that subsequent to reasonable
dissolution, electrodeposition is by far the step with the great-
est potential for loss of the sample.  Electrodeposition of
electropositive elements such as  the actinides depends on

                                78

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deposition of hydroxides by hydroxyl ions produced electrolyti-
cally at the cathode.  All metal ions forming insoluble hydrox-
ides may be expected to electrodeposit to some extent, degrading
the sample plate and thus the alpha spectra.  Furthermore, if
precipitates are formed during pH adjustments, the element being
determined may coprecipitate more effectively than if it were
alone and therefore not be available for electrodeposition.  This
is especially worrisome with high pH's around 4.8 to 6 (i.e.,
methyl red) which is the justification for recommending the use
of thymol blue (pH 1.2 to 2.8).  Sill et al.  (1974) recommend
using the salmon-pink end point of thymol blue (pH 2.0).

Sample Counting Techniques

     There are four basic counting techniques:  Alpha counting of
solid samples, liquid scintillation counting of alpha particles,
gamma counting for americium-241 (estimate of plutonium-239), and
mass spectrometry.

     Various types of alpha counters can be used for gross alpha
counting.  Lieberman and Moghissi (1968) propose a plutonium
method with separations appropriate for gross alpha counting.
But as in all gross counting techniques, there is the potential
for error as a result of inadequate separation.  Bains (1963)
notes that ambient-level samples, purified to the extent of about
one net  count per hour, often contain sufficient natural activity
to  affect low level results.  Bains concludes that spectrometry
is needed for low-level alpha work.

     Sill and Hindman (1974) and Hahn et al.  (in press) suggest
standardizing tracer in 2-tr alpha counters prior to standardizing
alpha spectrometers.  The need for cross checking electrodeposi-
tion samples  (standardization), due to the uncertainties, with
standards made up from solutions evaporated on counting disks is
stressed.  Alpha spectrometers are only calibrated as a general
cross check, because normally sample activity estimates are
derived  from the observed tracer counts versus the amount added
(i.e., yield and counter efficiency are considered in a single
parameter).

     Due to the degradation of alpha particles in the electro-
plated source, and the separation distance between sample and
counter, alpha spectrometers normally operate at 20-30 percent
efficiency  (Mullins, verbal, February 1975, and Sill and Olson,
1970).   Sill and Olson  (1970) and experience  at EMSL-LV  (Mullins,
verbal,  February 1975) stress the need to consider potential
detector contamination from alpha-active daughter products of the
sample activity.  The concern for contamination relates to the
alpha recoil of nuclides, possibly in connection with the vola-
tility of nuclides.  Polonium-210 appears to present the greatest
hazard.  Preheating the plate prior to counting appears to
minimize the problem.

                                 79

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                                                                   426
     Alpha spectroscopy is only appropriate for analyzing the
Plutonium isotopes of mass 236, 238, 239, 240, and 242.  The
isotopes plutonium-236 and -242 normally are not found in the
environment in significant quantities, and are used as tracers.
The alpha energies of plutonium-239 and 240 are so close together
they cannot be distinguished by alpha spectroscopy.  Plutonium-
241 is a beta emitter, and thus, although it is the plutonium
isotope normally present in the environment in the largest curie
quantities, it cannot be determined by the normal plutonium
quantitation techniques.  Plutonium-241 quantities normally are
estimated from assumed isotopic ratios, from the estimated
ingrowth of its progeny americium-241, or by mass spectroscopy.

     McDowell et al.  (1973) describe a liquid scintillation
method for low-level  alpha counting.  The method has the advan-
tage that electrodeposition, with the associated problems of
various interferences, is excluded.  But due to the inherently
higher background of  the liquid scintillation counter, its normal
sensitivity is higher than that for solid state alpha spectros-
copy.  The increased  background of liquid scintillation is
partially offset by the increased counting efficiency.

     McDowell et al.  (1973) indicate an alpha counting efficiency
of 100 percent with energy determination capability of ±0.1 MeV.
The MDA for Pyrex sample tubes is reported as 1 dpm (0.5 pci-
whereas for quartz sample tubes the level is reduced to 0.3 dpm
(0.14 pCi).  If pulse shape discrimination is used, a value of
0.02 dpm or 10 fCi appears attainable.

     The normal system background is reported as 1 cpm.  This can
be reduced to 0.3 cpm by using quartz sample tubes.  Pulse-shape
discrimination, which requires sample deoxygenation can reduce
the background to 0.01-0.05 cpm.

     It appears that  the sensitivity or MDA has been set equal to
the background.  Assuming the sample and background counting
times are equal, this is equivalent to an MDA where the two-sigma
error is equal to or  less than the MDA.

     Energy discrimination or resolution is such that plutonium-
236 tracer and plutonium-239 can be counted simultaneously.
McDowell et al. (1973) indicate that background can be determined
simultaneously from adjacent channels (away from actual channels
of interest).  Although this alleviates the need of separate
background determinations, it has the potential error of over-
looking separation errors, and background due to reagent or
equipment contamination.  It also is noted that if uranium is not
separated from plutonium, impurities in the scintillator may
cause overlap of the  uranium-234 and plutonium-239 peaks.  The
uranium-238 peak can  be used to estimate the uranium-234 inter-
ference.
                                80

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                                                                 427
     McDowell et al.  (1973)  note that iron and other metals do
not interfere with liquid scintillation counting, since electro-
deposition, the point of interference, is not necessary.  Thus,
simpler, less time-consuming separation steps may be used (1 hour
versus 10 or more hours), and the uncertainties and potential
yield reduction associated with electroplating is eliminated.

     McDowell et al.  (1973)  indicate that even with uranium in
108-fold mole excess  over plutonium, quantitative separation and
recovery can be obtained.  In summary, it appears that liquid
scintillation counting can be used to quantitate plutonium at
ambient concentrations, but the equipment and techniques are more
sophisticated than normally available at most laboratories.

     Lieberman and Moghissi (1968) and Butler et al. (1971)
describe a technique  using trace amounts of lanthanum to co-
precipitate plutonium.  The essentially weightless precipitate is
collected on a membrane filter and is amenable to alpha spectro-
scopy analysis.  There is some degradation of the alpha spectrum,
but apparently most samples can be quantitated easily.  If there
is too much mass in the precipitate, it can be dissolved and
purified.  Robinson et al. (1975) report cross-check results
between the EPA laboratory in Montgomery, Alabama*which uses this
technique and Mound Laboratory.  The results show good reproduci-
bility.  The co-precipitation technique apparently has received
only limited use, but appears to have definite utility, either
for those who do not  have electrodeposition capability or who
would prefer an alternate technique.

     Mass spectrometry  (MS)  provides isotopic data not available
from alpha spectroscopy (AS) (plutonium-240 and -241) and it also
has greater potential sensitivity than AS.  In essence, it is
based on counting the number of atoms of a given mass.  Thus, its
sensitivity, if converted to pCi/g, is greater for long half-life
nuclides than for short half-life nuclides, because more mass is
present for a given curie quantity.  Mass spectroscopy often is
used only to determine isotopic ratios, but if a tracer is used,
it can be used to quantitate results.  It often is used to
supplement alpha spectrometry results.

     For the long half-life isotopes of plutonium, MS has the
potential for several orders of magnitude sensitivity greater
than AS.  For the present day optimum state of the art, as
practiced by the McClellan Air Force laboratory, the routine
sensitivity of MS is  about an order of magnitude greater than AS
sensitivity.

     Mass spectroscopy is based on determing the number of atoms
of a given mass number.  Thus, just as in AS, chemical separa-
tions are necessary to remove interfering elements.  These
interfering elements  may be either elements with isotopes of the
mass of interest (e.g., uranium-238 and plutonium-238) or iso-
topes that can be combined with the MS filaments to provide
•K
 Eastern  Environmental  Radiation Facility (EERF).


                               81

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                                                                  428
interfering mass units.  Thus, more sophisticated chemistry (not
justified for routine samples) can be used to increase the
sensitivity by roughly an order of magnitude.

     The sensitivity of MS for plutonium-238 is less than that
for AS.  This is because of the short half-life of plutonium-238
and interference from traces of uranium-238.  Also, because of
the short half-life of plutonium-236, plutonium-242 is the
preferred tracer.  The present state-of-the-art routine sensiti-
vity for MS is about 10-13 g of plutonium (Merrell, Air Force
McClellan Central Lab, verbal communication May 1975).  This can
be reduced to about 10-15 g with special chemistry techniques.
The value of 10-13 g is equivalent to 6 fCi of plutonium-239.


      Isotopic ratios  determined by MS  often can  be  used  to
 determine  the source  of environmental  contamination.   Evaluations
 by Krey (1976)  and Krey et  al.  (1975)  illustrate the  utility  of
 isotopic ratios, in conjunction with quantitative  results,  to
 distinguish the source of contamination.

      Americium-241 can be quantitated  by either  gamma counting
 with Nal(Tl)  wafers (Majors  et  al.,1974)  or Ge(Li)  semiconductor
 detectors.   Quantitation is  based on the 60-keV  photon.
 Plutonium-239 may then be estimated based on the plutonium-239/
 americium-241 ratio determined  from radiochemistry  analysis of  a
 selected number of samples.   The sensitivity of  the americium-241
 method is  dependent on the  associated  gamma emitters  in  the
 sample and the counting time.   Brady  (REECO,  verbal presentation,
 NAEG,  May  1975) indicated a  plutonium-239 sensitivity of about
 50 pCi/g based on a plutonium-239/americium-241  ratio of ten.
 This relates  to an americium-241 sensitivity of  about 500 pCi/g.
 Brady noted the plutonium/americium numbers agreed  within about
 50 percent with chemistry numbers.  The complications of
 plutonium-239:241 ratios and americium-241  ingrowth time have to
 be considered.

      Piltingsrud and  Stencel (1973)  report  on an X-ray measure-
 ment technique for the low-energy X-rays from plutonium-239 and
 americium-241.   The detector is based  on a  sandwich of a Nal(Tl)
 crystal backed by a Csl crystal.   The  two detectors have differ-
 ent pulse  rise times,  thus  photons interacting with both detec-
 tors can be discriminated from  low energy photons  (X-rays)
 interacting with the  Nal detector.  The sensitivity is about
 20 pCi/g for  500 g samples  - 10,000 pCi per sample  (plutonium-239
 + americium-241).

      The detector does not  distinguish between plutonium-239  and
 americium-241 or other low energy X-ray emitters.   However,
 except for plutonium-238 contamination (normally lower than
 plutonium-239), most  of the  X-rays would be from plutonium-239
 and americium-241.


                                 82

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                                                                   429
Calculation of Sample Activity and Estimation of Analytical Error

     The calculations are based on multiplying the measured
sample activity by the ratio of the known amount of added tracer
to the recovered tracer.   The counting errors generally are based
on propagation of the normal error based on the observed sample
and background counts (Johns, 1975).

     There are several potential sources of error (not statis-
tical) associated with the various techniques.  These include:

     1.   Use of plutonium-236 tracer, which has a relatively
          short (2.85-year) half-life.  Thus, the standard tracer
          solution should be corrected for decay subsequent to
          calibration, and recalibrated periodically.

          In past years plutonium-236 contained a small amount of
          plutonium-238 contamination.  Thus, any initial cali-
          bration error would be compounded with time due to the
          relative increase of the plutonium-238 fraction, due to
          plutonium-236 decay.  The plutonium-238 contamination
          must be subtracted from plutonium-238 results for
          samples traced with plutonium-236.   Furthermore, the
          plutonium-236 tracer solution should be purified
          periodically to prevent interference from the progeny--
          uranium-232, thorium-228, and subsequent progeny
           (Sill, 1974).

     2.   Americium generally is separated from plutonium prior
          to analysis.  The separation factor generally is
          several orders of magnitude, so although the americium-
          241 alpha is similar in energy to the plutonium-238
          alpha, there should be little problem.  But due to the
          presence of plutonium-241,  americium-241 ingrowth must
          be considered.   Mullins (EMSL-LV, February 1975) notes
          that samples generally are counted within one month of
          separation.

          Table 19 indicates various plutonium-238:americium-241
          ratios.  It is evident that americium-241 ingrowth
          cannot be ignored completely for normal plutonium
          isotopic ratios.

     3.   Enough tracer should be added to produce a small
          counting error for yield estimates.  But there is some
          uncertainty in the necessary amount due to varying
          yields.  Furthermore, if there is too much plutonium-
          236, its peak can interfere with the plutonium-239
          alpha peak.  This can be compensated for by using blank
          reagent samples, including tracer, for background
          determinations.  Sill (1974) and Johns (1975) suggest
          about 10 dpm per 10-gram soil sample.


                                83

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                                                                   430
    TABLE 19.  AMERICIUM-241 INGROWTH INTO PLUTONIUM SAMPLES



  Activity Ratio a     Time After   Ci Am-241 b    Activity Ratio
  Pu-241:Pu-238        Separation    per Gram      Pu-238:Am-241
                          Cdays)       Pu-241


       166                 00                0

       166                30            0.013           51

       166                60            0.038           17

       166                90            0.065           10

       166                120            0.15             4
  a  Assume plutonium-241 is 0.5% by weight or 891 by activity of
     environmental plutonium at the time of release.  Assume the
     weight percent has decayed to 0.251 (about 15 years).
     Assume the plutonium-239: plutonium-238 activity ratio is
     35.  Thus, per gram of plutonium, there is 110.3 Ci/g x
     0.251 =  0.276 Ci of plutonium-241 and 0.0614 Ci Pu-239/g x
     95% x 1 Pu-238/35 Pu-239 = 1.67 x 10-3 Ci of plutonium-238.
     (Putzier, 1966; Krey and Hardy, 1970, and Del Prizzo et al.,
     1970) .

  b  Putzier, 1966, Figure 13.
     4.   The separation of polonium from samples should be
          considered.  The alpha from polonium-208 tracer and
          polonium-210 may interfere with plutonium-239.

     5.   The background measurement technique and time interim
          between background measurements can be a source of
          error.  The background from reagents, glassware, and
          the tracer should be assessed.  The potential for
          contaminating counters (especially from polonium) in
          part indicates how often backgrounds should be taken.

          Grouping together of samples of similar activity
          levels for analysis minimizes the potentials for errors
          due to contamination.

DISCUSSION AND COMPARISON OF TECHNIQUES

     Table 20 summarizes the dissolution techniques used by
various organizations and investigators.  As indicated in the
previous sections, assuming a representative sample is taken for

                                 84

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                                                                                         431
                          TABLE 20.  SUMMARY OF DISSOLUTION TECHNIQUES
        Reference
                               Sample         Dissolution Method
                                Type                Acid
                                             Leach  Diss. Fusion
                  Comment
Church et al. (1974)
Johns(1975)
Krey & Hardy(1970)
Major  et al.(l974)
Talvitie(1971)
Silland Hindman(1974)
Sill  etal.(1974)
Hahn (in press)
AEC(1974)
Toribara  et al.(1963)
Markussen(1970)

Chu(1971) HASL tech.

Essington (1973) LASL
Bokowski(1971)
                         Soil
                         Soil
                         Soil
                         Vegetation
                         Soil, Air Filters
                         Soil
                         Soil

                         Soil
                         Biological Samples
                         Environmental
                         Samples
                         Soil

                         Soil
                         Soil
                         Biological Samples
                         Coralline Soils
                         Biological Samples
                         Soil
Bains(1963)
AEC(1973)
Keough and Powers(1970)
Bentley  et al.(1971)
Lieberman &Moghissi(-1968)Environmental
                         Samples
Corley  et al.(1971)     Soil
Butler  et al.(1971)     Soil

Wessman   et al.(1971)    Soil
Bishop et al.(1971J      Soil
                                               x
                                               x
      REECO, NTS
      ESHL
      Rocky Flats  et al.
      NTS checked residual by fusion

x     KF & pyrosulfate fusion
x     KF & pyrosulfate fusion
x     Tentative Reference Method

x     Carbonate & bisulphate fusion
x     K pyrosulphate,
      Thule samples
      Proposes using HF and HNO,
      on siliceous material
      Modified HASL/LASL
      Rocky Flats, Dow Chem.
      Repeats HF-HNO- step
      5 times
      Leach plus HF.
      Enewetak

      LASL
x     Alkali fusion

      Hanford
x     Study of fusion techniques
      (after Chu, 1971)
      May use 1  ml of HF in
      leach
                                                85

-------
                                                                   432
analysis, the primary analytical concern is dissolution of the
sample.  Other prime concerns relate to consideration and removal,
if possible, of interfering elements and ions (calcium, iron,
etc.)-  This interference is of less concern than dissolution,
because generally it is reflected by low tracer yields and is
thus accounted for.

     Analysis of samples by liquid scintillation counting or mass
spectrometry eliminates the need for electrodeposition, the
analysis step that has the greatest potential for interference
and loss of plutonium (Sill and Hindman, 1974).   Liquid scintil-
lation tends to be less sensitive, without using special tech-
niques, than solid-state alpha counting.  Thus,  although it has
potential and possibly should be investigated, it will not
receive further consideration in this section.

     Mass spectrometry has several virtues for plutonium anal-
ysis,  including providing information on isotopic ratios and
improved sensitivity.  But due to its limited use for quantita-
tion of environmental plutonium samples, the high sensitivity for
plutonium-238, and the expense for organizations to initiate this
type of analysis,  it will not receive further consideration.
Furthermore, it entails the same concerns about dissolution of
the initial sample as alpha spectrometry.  Also, it has its own
unique problems of separation and removal of interfering sub-
stances  (iron, uranium, and hydrocarbons).

Sample Size

     Sample size considerations, based on analytical sensitivity
and the representativeness of the sample have been discussed
previously.  The analytical sensitivity generally is inversely
proportional to the sample size (e.g., sensitivity in pCi/g is 10
times  higher for a 1-gram sample than for a 10-gram sample).
However, the increased amounts of interfering substances in large
samples may decrease the chemical yield and thus the relative
benefit of large samples.  The discrete or heterogeneous nature
of plutonium in samples limits the minimum size for analysis
aliquots, depending on the acceptable variability of sample
results.  This potential variability has been discussed pre-
viously, but the actual situation will depend on specific sources
of contamination and samples.

Sample Dissolution

     A basic aspect of sample analysis is getting the plutonium
into solution.  This not only applies to soil samples, but to
vegetation and biological samples.  Butler et al. (1971) report
results of leaching techniques on two soil samples, one spiked
with plutonium-238 (possibly plutonium-239), and one contaminated
by an  accidental release of plutonium-239.  These results are
summarized in Table 21.

                                 86

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                                                                              433
                     TABLE 21. SOIL LEACHING EXPERIMENT
                         (From Butler, et.al. 1971)
Leach
Solution
Water
4^-HCl
12N[ HC1
IN. HF
28N. HF
4N HC1 , IN. HF
Sample Activity
Based. on Fusion
Analysis (dpm/g)
UOO-pSoiked
witii Pu, heateu
to 550°C
1700— Spiked
with238Pu, heated
to 550°C
1700— Spiked
with238Pu, heated
to 550°C
1700— Spiked
with 238Pu, heated
to 550°C
1700— Soiked
with 238Pu, heated
to 550°C
1700— Soiked
with 23°Pu, heated
to 550°C
Percent of
Activity in
Leached Fraction (a)
0
92
92
0
9
43
4N. HC1
4N HC1 , IN. HF
4N HC1 , 2N. HF
0.57 ± 0.40— soil (b)
contaminated with 2-"Pu,
heated to 550°C
0.57 ± 0.40— soil (b)
contaminated with 239Pu,
heated to 550°C
0.57 ± 0.40— soil (b)
contaminated with 2J9Pu,
heated to 550°C
39
87
> 100
a.  One-gram sample  boiled  in  10-ml volume of leach solution, and allowed to
    digest for 1  hour.   Results based on average of two samples.  The two
    samples varied by  less  than about 10% except for the 2BH_ HF, in which
    case they differed  by a factor of 2.75.

b.  Based on analysis  of 21  1-g samples.  Leach samples are based on treat-
    ment of 20-g  samples with  200 ml of solution.
                                     87

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                                                                  434
     Table 22 indicates a comparision of leaching and fusion
results from Bishop et al. (1971) of Mound Laboratory and a
result from a cross check between laboratories reported by Sill
and Hindman (1974).  Table 23 reports data from Sill and Hindman
(1974) for several different leaching conditions for plutonium
fired at various temperatures.

     Chu (1971) reports results for three sets of samples ana-
lyzed by the leach technique (HCL/HN03) and sodium carbonate
fusion for both plutonium-238 and -239 (six results).  The ratio
of the leach:fusion results varied from 0.74 to 1.46, with four
of the values being below one.   The mean of the ratio was
1 ±0.24 (1 sigma).  It should be noted that Sill et al.  (1974)
and Butler et al.  (1971) report difficulties (e.g., incomplete
recovery) for sodium carbonate fusions.

     Essington  (1973) reports data for analysis of a soil sample
spiked with plutonium (any heat treatment not indicated).  The
results indicate that the former LASL acid leach technique
(10-g sample) only recovered about 64 percent of the plutonium-
239,based on the EPA/NERC-LV method (Johns, 1975) and the mod-
ified LASL leach procedure (includes HF and NaHS03).

     Majors et  al. (1974, p. 107) discuss the solubility of
plutonium-239 and  americium-241 associated with desert vegeta-
tion.  It is not certain how the plutonium is bound to the
vegetation.  Although some may be taken up systemically, the
major fraction  appears to be particulate material deposited on
the vegetation  (Romney, verbal presentation, NAEG, May 1975).
Thus, the majority of the plutonium on vegetation probably is in
the same form as plutonium in soil, although possibly associated
with less siliceous material.  The fraction of plutonium remain-
ing in vegetation  ash after an acid leach is given  in Table 24.

     The fraction  of plutonium removed from soil (apparently also
vegetation and probably air) samples by acid leaching is vari-
able.  Values from various investigators range from less than 50
percent to 100 percent.  The validity of the 100 percent value
may be questioned, since it is not based on the analysis of the
leach residual.  Also, it was based on a sodium carbonate fusion
versus the technique of Sill et al. (1974).

     In summary, it appears acid leaching may recover only
roughly 60 percent of soil-related plutonium, depending on the
source term.  Acid dissolution, using HF may recover all of the
plutonium, but prudence would indicate that samples and/or
residuals should be checked by Sill's et al.  (1974) pyrosulfate
fusion technique.
                                88

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                                                                                          435
           TABLE  22.    LEACHING  VERSUS FUSION  OF  SOIL  SAMPLES


Technique

HN03 leach of Pu-239
sample heated to 1000°C
(Sill and Hindman, 1974) ,
Bishop et al. (1971).
Sample
Activity
(dpm/g)
35

35

Percent Activity
Leached
From Sample
17

24

Percent of
Activity Found
in Residue
81

78

Pu-238 in soil (a)

Bishop et al.  (1971)  (b)

Bishop et al.  (1971)  (b)

Bishop et al.  (1971)  (c)

Sill  and Hindman  (1974)
                    0.04  ±  0.008

                    0.17  ±  0.03

                    1.59  ±  0.31

                   26     ±22

                          35
 97.5  ± 18
114

103

 53

 27
± 36

± 15

± 18
                 No HF  used
                                                     (3 determinations)

Ta)Error based on  8  replicate analyses, 1-sigma error

(b)   Error based on  6  replicate analyses, 1-sigma error

(c)   Error based on  11 replicate analyses, 1-sigma error

      The residual of 8 of the  aliquots were checked for plutonium-238.   The
      small amount of material  found  in the leach residual indicates  that the
      sample  activity estimate, 26 dpm/g was biased or  incorrect, possibly
      because of discrete particulate material,  and the sample  size for  fusion;
      10 g versus 20  or 50 g  for leaching.  The  analysis of residuals  infers
      the leaching recovery was 93 percent versus 53 percent.
    Table 23.  Leachability of  Plutonium from  Standard  Soil  No.3a
                             (from  Sill and Hindman,1974)
     Heat
    treatment

  2 hours at
   110°C

  1 hour at
   700 °C

  4 hours at
   1000°C

  4 hours at
   1000°C

  4 hours at
   1000°C

  4 hours at
   1000°C
 Plutonium
 standard

High"
Low'1

High"
Low'1

High"
Low"

High'
Low

High"
Low"

High'
High''
Acid Soluble
dpm gram
29.2 ±0.5
0.452 ± 0.018
19.0 ± 0.3
0.256 ± 0.013
5.8 ± 0.1
0.071 ± 0.005
17.6 ± 0.2
15.4 ± 0.1
0.281 ± 0.015
19. 2 ±0.2
18.5 ± 0.2
98 0 ± 1.6
89.9 ± 3.6
63.8 ±1.0
50.9 ± 2.5
19.5 ± 0.3
14.1 ± 0.9
59.1 ± 0.7
51.7 ± 0.4
55.9 ± 2.9
644 ± 0.7
62.1 ±0.7
Residue
dpm gram
0 89 ± 0 04
0.024 ± 0.004
11.4 ± 0.3
0.246 ± 0.012
23.4 ± 0.2
0.422 ± 0.013
12. 0± 0.4
14.2 ± 0.3
0.224 ± 0.011
9.9 ± 0.2
10.9 ± 0.2
%
3.0 ± 0.1
4.8 ± 0.8
38.3 ± 1.0
48.9 ± 2.3
78.5 ± 0.7
83.9 ±2.5
40.3 ± 1.3
47.7 ± 1.0
44.5 ± 2.1
33.2 ± 0.6
36.6 ±0.6
Total
dpm gram
30.1 ± 0.5
0.476 ± 0.018
30.4 ± 0.4
0.502 ± 0.018
29.2 ± 0.3
0.493 ± 0 014
29.6 ± 0.5
29.6 ± 0.3
0.505 ±0.019
29.1 ± 0.3
29. 4 ±0.3
%
101.0 ± 1.6
94.7 ± 3.4
102.1 ± 1.4
99.8 ± 3.5
98.0 ± 0.8
98.0 ± 2.7
99.4 ± 1.6
99 4 ± 1 . 1
100.4 ± 3.6
97.6 ± 1.0
98.7 ± 1.0
  " Calculated values are 29.8 ± 0 1 and 0 503 ± 0.003 dpm gram ol 239Pu lor the high and low standards, respectively. " Ten grams of soil was boiled
 for 2.5 hours with 100 ml of aqua regia.' Ten grams of soil was simmered in a platinum dish for 2 hours with 95 ml of concentrated nitric acid and 5 ml of
 48% hydrofluoric acid " Ten grams of soil was moistened with concentrated nitric acid and evaporated to dryness with 40 ml 48% hydrofluoric acid in
 about 1 hour. *' Ten grams of soil heated to near boiling for 16 hours with 100 ml of either 95-to-5 or 50-to-50 of concentrated hydrofluoric acid and 8M
 nitric acid
                                           89

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                                                                 436
TABLE 24.  PLUTONIUM LEFT IN VEGETATION ASH AFTER ACID LEACHES*

              (From Majors et al., NVO-142, 1974)
 Plutonium in Leach  Plutonium in Residue   Plutonium in Residue
    (dpm/g ash)          (dpm/g ash)         (Percent of Total)
118
47
151
44
63
231
354
69
54
174
284
326
355
22
19
37
0
3
66
249
3
0
20
5
0
6.2
16
29
20
0
5
24
41
4
0
10
2
0
2
  *  Leached with HN03-HC1 and H202.
                                90

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                                                                  437
            ANALYTICAL VARIATION AND REPRODUCIBILITY
     Gilbert and Eberhart (1974) present data on within-lab
replicate sample variation.   The samples are from the NAEG NTS
program.  Thus, some of the variation probably is due to the
discrete particulate nature of the plutonium in the soil.  This
data reflects a range in the coefficient of variation (sigma
divided by the mean) for replicates of 0.23 to 0.93.

     Butler et al.   (1971) report plutonium cross-check results
from aliquots of five standard soil samples.  Three aliquots of
each sample generally differed by less than 10 percent.   The
individual values and their means generally were within 10 per-
cent of the known values.  The fusion method, after Sill et al.
(1974), was used for analysis of the 5-g samples.

     Butler et al.   (1971) also report the analysis of 21 one-gram
replicates of an environmental sample.  The sample was taken near
a nuclear facility about one year after an accidental particulate
release.  The contaminated area had been covered with about 12
inches of fresh dirt during the year prior to sample collection.
The sample was dried, muffled at 550°C, and thoroughly mixed
prior to taking the one-gram aliquots.  The fusion results indi-
cated a range of 0.25 to 1.72 dpm/g with a mean of 0.57 ± 0.40
(1 sigma) dpm/g.  As indicated in Table 21, acid dissolution of
20-g samples with 4N HC1 and 2N HF actually indicated slightly
higher and more uniform results.

     Chu (1971) and Krey and Hardy (1970) report interlaboratory
results related to the HASL Rocky Flats study.  The sample sets
include aliquots of two samples which essentially should have
been zero and several interlaboratory comparisons of different
techniques.  These data are given in Table 17.

     Bishop et al.   (1971) reports seven replicate analyses of a
soil sample by the fusion technique.  The sample was prepared by
Sill, after the methods of Sill and Hindman (1974).

     Sill and Hindman (1974) report data on an interlaboratory
cross-check of their standard soil.  This group of data include
a comparison of duplicate analyses from seven laboratories by
different techniques.

     Data from AEC  (1973) for the Enewetak cross-check calibra-
tion program include interlaboratory analysis of coral soil.
There are five groups of data.

                                91

-------
                                                                   438
     These various sets of data, including similar data from
Table 12 are summarized in Table 25. a  The data include the
number of samples, sample size, the mean of the results, (x) , the
standard deviation, or error, based on the averaging of the
results (S), the coefficient of variation, (CV), (the standard
deviation divided by the mean), and the coefficient of variation
at the 95 percent confidence level  (CL) based on the
t-distribution (e.g., multiplied by 3.182 for 3 degrees of
freedom).   The actual percent analytical error also is presented
(x-u/ii) , that is, the difference of the mean from the standard
value divided by the standard.  Missing data are indicated by
horizontal lines.  The data are based on analyses of duplicate
samples made up from spiked samples, and analyses of actual
environmental samples.  The emphasis on data selection was to use
data sets illustrating analytical variability versus sampling or
aliquoting variability.  However, selection of data sets for this
intent  is admittedly subjective.  The data from Bliss (1974) and
Gilbert and Eberhardt (1974) probably largely reflect sample
inhomogeneity versus analytical variations.  The data from Bliss
(1974)  illustrate the reduction in result variability with the
increase in sample size.

     The data from Sill and Hindman (1974) come from two sources.
The first two entries are from an interlaboratory calibration
test using the standard soil.  The other entries are from efforts
to determine analytical sensitivity and sample homogeneity.  The
samples are based on various dilutions of the standard soil with
uncontaminated soil.

     Several observations can be drawn from the data in Table 25.
There is a large range in the coefficient of variation (at 95
percent confidence level) in the various sets of data; it ranges
from as low as 1 to  2 percent for Sill and Hindman1s (1974)
evaluation of the variance of analysis of standard soils, to
hundreds of percent  for duplicate analyses of 1-gram aliquot
sizes of soils near NTS or interlaboratory analysis of soils with
close to zero plutonium levels (Krey and Hardy, 1970).  The
nominal minimum 95 percent CV is about 10 percent where values of
up to 30 to 40 percent are common.

     The counting error reported by the various authors (not
shown) generally is much lower than the sample result CV.
Although the values were similar for Sill and Hindman1s (1974)
sample variance studies, the sample averaging CV generally was a
factor of two or more greater than the counting CV.
   The actual data sets can be obtained from the respective
   references or a request to Mr. David Bernhardt, Environmental
   Protection Agency, Office of Radiation Programs, Las Vegas
   Facility, P. 0. Box 15027, Las Vegas, Nevada  89114.
                                92

-------
TABLE 25.  SUMMARY OF ANALYTICAL VARIABILITY OR REPRODUCIBILITY
Reference Analytical
Technique
Sill and Hindnan (1974) Fusion
Mixed

Fusion






Sill (1971) Fusion
H II
AEC (Enewetak), (1973) Leach
ii ..




Gilbert and Eberhardt (1974) Acid dissolution





Butler et al. (1971) Fusion
H II



Fusion ' *


"
M

Bishop et al. (1971) Fusion
Krey K Hardy (1970) Leach



Bliss (1973) see
Table 10) Acid dissolution
ii ii


Robinson et.al. (1975)
Comments
Himber of Sample
Samples size
(grams)
Triplicate analyses by Idaho Falls lab 3
Triplicate analyses by 7 labs; 21
1 excluded
Analysis by Idaho Falls Lab 6
9
5
6
6
9
6
Ambient Soil by Idaho Falls 6
4
3-4 interlab analysis of coral soil 5
4
3
5
4
5 - Labi standard solution 8
Analyzed by LASL 34
" 9
'*
'5
23
12
5
(Analyzed by EPA(EERl) 3
Cross check samples 3
3
3
3
of Leach a KF Dissolution 3
and to^CO, Fusion 3
2
2
4
4
Mound Lab-Soil Std.
Pre-1945 Sample; 3 Labs 5
Excludes anom. frort above 4
Sample from below 90 cm, 5
Excludes anomalous result from above 4

Aliquots of EPA 14
a single Rielo 10
sample from ILL 4
near «TS LLl 4
Replicates of Background
10
0.5-10

10
10
10
1
10
10
1
10
10
10-50
"










5
5
5
5
5



—


..
	
	
.-


1
10
25
100

Mean,
(dpm/g)
35.2
34.1

32.6
0.64
29.5
29.1
29.4
0.503
0.553
0.11
0.057
17.16
0.51
0.49
2.09
0.45
1276


"*



15.77
0.031
2.43
16.34
0.50
342
1612
8.07
0.63
1.7
0.42
4.5

0.004
0.00015
0.014
0.0054

1.095
2.326
3.325
5.025
--
Plutoniun-239
Error. Analytical
S Error,
(dpm/g) J-I.A.
(per cent)
0.12
1.19

0.24
0.057
0.11
0.51
0.26
0.0088
0.043
0.005
0.0059
1.57
0.062
0.047
0.66
0.57
39






0.15
0.001
0.13
0.65
0.04
50
15
2.10
0.16
0
0.06
0.29
--
0.009
0.0001
0.018
0.0013

1.419
1.53
1.109
1.198
—
1.2
2.0

0.36
5.9
0.94
2.4
1.7
0.2
10.0


„

..




"
""
""
..
__
0.55
0
8.6
4.8
5.7

..
--

-.




..






"
CV
S/x
(per cent)
0.33
3.5

tt 74
9.0
0.37
1.8
0.9
1.7
7.7
5.02
10.3
9.2
12.1
9.9
31.6
12.7
3.1
69
81
Gf}
ea
26
33
0.97
3.2
5.1
3.9
8.1
15
1
26
26
—
13.6
6.4
--
215
67
136
23

130
66
33
24
"
CV at
95% CL,
St/x
(per cent
..
7.3

1.9
20.7
1.0
4.5
2.3
4.0
19.9
12.9
32.8
25.4
38.4
41.8
87.7
40.4
7.3
135 .
187 1
194 >
122 (

9?
4.2
13.9
22.1
17
35
64
4
11?
331
0
44
20

598
212
377
74

260
149
106
76
"
Plutonium-238
Number of Sample Mean, Error, Analytical
Samples Size * S Error,
(grams) {dpm/g) (dom/g) S-w ^
) (per cent)
3
15

6

5
6
6


-.

—

..
..

..

Probably reflect
discrete particulate
matter and sample
inhomogeneity

3


._

3
3
3
—
2
4
4
6 1
5
4
5
..

, Data treatment i
-. by log nortnai.
i probably related
particulate natu
SO 10
0.55
KOI

0.51

0.44
0.46
0.46








-_
—
--





0.34
--
_-
--

6.57
33.6
0.18

0.23
0.11
0.)7
36.8
0.0012
0.00013
0.00028


n Table
Range of
to disc
re of PI
0.077
0.056 5.5
0.44 75

0.02 0.6
._
0.026 4.8
0.070 0.7
0.15 1.1



__
..

--
..
--
--






0.055 32
-.


--
0.65
3.2
0.04
-_
0.26
0.11
0.12
2.43 1.1
0.0024
0.00005
0.00035


10
data
rete
utonium contamination
0.123
CV
S/i
(per cent)
10
43

3.2

5.6
15
3.3
--


—




--
--
"





16
--
.-
-_
"
10
9.4
2?. 9
—
1T6
100
70
6.6
200
40
125






160
CV at
95X CL ,
St/x
(per cent)
43
92

8.1

16.4
40
6.6
„

--

--
--
--
_^
--
—
--





69
—
—
--
--
43
41
98
—
1476
318
223
17
555
127
346






3ZO
                                                                                                                                                   CO
                                                                                                                                                   CO

-------
     Figures 5 and 6 are histograms of ratios of results from the
AEC (1973) Enewetak program.  The ratios represent the results
for samples split between the Air Force McClellan Central Labora-
tory (MCL) and either the Eberline Instrument Company (EIC)  or
the Laboratory for Electronics, Environmental Analysis Laborator-
ies Division (LFE).

     The histograms of the data indicate that the LFE/MCL ratios
(Figure 5) are centered around one.  AEC (1973)  concluded, based
on a log normal treatment of the data (geometric mean of 1.02)
that the average was not statistically different from zero (95
percent confidence).

     The data in Figure 6 indicate the EIC/MCL data are centered
about 0.8.  The geometric mean, excluding the lowest value of
less than 0.1, is 0.85, and indicates statistically significant
bias.

     The interlaboratory calibration indicated that the EIC value
was 94 percent of the average of the other laboratories and 95
percent of the average of MCL.  The LLL:MCL ratio was 0.96.   The
calibrations of these laboratories may not have all been indepen-
dent.  The intent of this discussion is to indicate the varia-
tions, not which laboratories were correct.

     Robinson et al. (1975) report data from 20 samples split
between Mound Laboratory and EPA/EERF.  These data indicated a
Mound:EPA average ratio of 0.93 ± 0.12  (1 sigma).

     Table 26 contains data extracted from Table 25 which are
related primarily to analytical variability.  The values have
been catagorized by the relative level of activity in the sample.
Table 27 includes data that generally are related to both samp-
ling and analytical variability.

     The lowest sample value in Table 26 (Krey and Hardy, 1970,
0.00015 pCi/g) indicates the greatest variation.  This  is indica-
tive of analysis near the MDA.  The one-sigma counting  error for
these results was 100 percent of the mean.  Assuming a  100-gram
sample and roughly 75 percent tracer yield, the counted sample
would have contained about 10 fCi  (0.00015 pCi/g x 103  fCi/pCi x
100 g x 0.75). This sample should have been zero, since it was
collected prior to 1945.  The value of slightly above  zero may
relate to minor sample handling or analytical contamination  (data
given in Table 17).

     The data from  Robinson et al. (1975) reflect the variability
of low level results and the importance of instrument  and reagent
blank background.  The results are based on gross counts with no
background subtraction.

     Other than the previously discussed "zero" sample  in Table
26, the coefficient of variation values show a limited

                                94

-------
           10-
           0.6
                 0.8
                             12    ] 4

                            RATIO OF RESULTS
                                       —I—
                                        1.6
 Figure 5.  Histogram of ratio  of  duplicate soil sample results
           (LFE/MCL) from Enewetak,  (Data from AEG,1973))
                             0.8    1.0

                             RATIO OF RESULTS
Figure 6. Histogram of ratio of duplicate  soil  sample results
          (EIC/MCL)  from Enewetak,  (Data from AEG,1973)
                               95

-------
                                                           TABLE 26.  VARIABLIITY OF ANALYTICAL RESULTS
VD
Reference
Krey and Hardy (1970)
Bulter et al. (1971)
Sill and Hindman (1974)
"

Robinson et al. (1974)
Bulter et al . (1971)
"


Sill and Hinchian (1974)
"
"''



Biship et al. (1971)
AEC (1973) Enewetak
Number Sample
Technique of Samples Size
(g)
Leach - 3
Fusion - 1
Fusion - 1
Fusion - 1
Fusion - 1

Fusion - 1
Fusion - 1
Fusion - 1
Fusion - 1
Fusion - 1
Fusion - 1
Fusion - 1
fusion - 1
Mixed - 7
Fusion - 1
Fusion - 1
Leach - 5
labs
lab
lab
lab
lab

lab
lab
lab
lab
lab
lab
lab
lab
labs
lab
lab
labs
4
3
6
9
9

3
3
3
3
6
6
5
6
21
3
6
3
__
5
1
10
10

5
5
5
5
1
10
10
10
0.5-10
10
1
_.
Plutonium-239
Mean Difference CV at Number
(pCi/g) From True Value 95% CL of Samples
(per cent) (per cent)
0.00015
0.031
0.55
0.50
0.64

0.50
2.43
15.77
16.34
29.1
29.4
29.5
32.6
34.1
35.2

1278.
67
0
10
0.2
5.9

5.7
8.6
0.6
4.8
2.5
1.7
0.9
0.36
2.0
1.2

3.1
212
14
7.7)
4.0 >11±9«
21 J

35
22
4.2
17
4.5-1
2.3
l.ol 2±2%
1.9 7 (exclude
7.3 1 7%)
0.33J

7.3
4
—
—
—
—
50
—
--
3
—
6
6
5
6
15
3
6
--
Plutonium-238
Sample Difference CV at
Size (pCi/g) From True Value 9535 CL
(g) (per cent)
0.




10 0.


0.

0.
0.
0.
0.
1.
0.
36.

00013




077


34

46
46
44
51
01
55
8

40




--


32

0.7
1.1
4.8
0.6
75
5.5
1.1

127 %




320 %


69 %

40 %
8.6%
16 %
8.1%
92 %
43 %
17 %

                                                                                                                                                                  US
                                                                                                                                                                  *>
                                                                                                                                                                  to

-------
                                                           TABLE 27. VARIABILITY OF ENVIRONMENTAL SOIL SAMPLE RESULTS
ID
Reference
Krey and Hardy(1970)
Krey and Hardy(1970)
Krey and Hardy(1970)
Krey and Hardy (1970)
Butler et al.(1971)
Robinson et al.(1975)
Chu(1971)
Chu(1971)
Sill(1971)
Sill(1971)
AEC(1973)Enewetek
AEC(1973)Enewetek
AEC(1973)Enewetek
8Hss(1973)
Bliss(1973)
Bliss(1973)
Bliss(1973)
Chu(1971)
Chu(1971)
AEC(1973)Enewetah
Chu(1971)
AEC(1973)Enewetah
Chu(1971)Rocky Flats
Chu(1971)Rocky Flats
Eberhart & Gilbert(1974)
Eberhart & Gi lbert(1974)
Eberhart & Gilbert(1974)
Eberhart & Gilbert(1974)
Eberhart & Gilbert(1974)
Eberhart & Gilbert(1974)
FhPrhart & Gil hert(1974)
Technique
Leach-3 labs
Leach-3 labs
Leach-3 labs
Leach-3 labs
Fusion

Mixed
Mixed
Fusion-1 lab
Fusion-1 lab
Leach-3 or 4
Leach-3 or 4
Leach-3 or 4
Accid Cissol
Accid Dissol
Accid Dissol
Accid Dissol











lab
lab
lab



Leach or Fusion
Leach or Fusion
Leach 3 or 4
lab
Leach or Fusion
Leach 3 or 4
lab
Leach or Fusion
Leach or Fusion
Accid Dissol
Accid Dissol
Accid Dissol
Accid Dissol
Accid Dissol
Accid Dissol
Accid Dissol
lab
lab
lab
lab
lab
lab
lab
Type Sample
Pre-1945
"(above + 1)
Sample below 90 cm
"(above - 1 )
Amb. Soil
Background
Amb. Soil
Amb. Soil
Ambient Soil
Ambient Soil
Coral Soil
Coral Soil
Coral Soil
Near NTS
Near NTS
Near NTS
Near NTS
Amb. Soil
Amb. Soil
Coral Soil
Amb. Soil
Coral Soil
Amb. Soil
Amb. Soil
NTS Soil
NTS Soil
NTS Soil
NTS Soil
NTS Soil
NTS Soil
NTS Soil
Number
of Samples
4
5
5
4
21

4
2
4
6
4
4
4
14
10
4
4
2
4
5
3
5
3
3
24
9
15
15
23
12
5
Sample
Size
(g)

--
--
—
--

--
—
10
10
10-50
10-50
10-50
1
10
25
100
--
--
10-50
--
10-50
—
--
—
--
--
—
—
—
Mean
(pCi/g)
0.00015
0.004
0.014
0.0054
0.57

0.42
0.63
0.057
O.l'l
0.45
0.49
0.51
1.095
2.326
3.325
5.025
1 .7
4.5
2.09
8.07
17.16
342
1612
—
—
--
—
—
::
Plutonium-239
CV at
95% CL
212%
598%
377%
74%
1447.

44%
331%
33%
13%
40?
42%
38%
280% i
149% }
106% }
76% }
0%
20%
89%
112%
2558
64%
4%
135% }
1 87% j
200% j
124% j
122% }
57% j
92% j
Number
of Samples
—
—
—
—
—
50
--
—
--
—
—
--
--
Aliquots
probably
Sample
Size
(q)

—
—
—
—
10
--
--
--
--
--
--
--
of same
reflect
Plutonium-238
Mean CV at
(pCi/q) 95% CL
0.00013
0.0012
0.00028
0.00028

0.077
0.11
--





127%
555%
346%
346%

320%
318%






sample,
discrete particulate
non-homogeneous nature of NTS
related Pu contamination
--
—
—
—
—
—
—

Probably
—
—
—
—
—
—
--

reflect
0.23
0.17

0.18

6.57
33.6

discrete
1476%
223%

98%

43%
41%


particulate nature of
NTS related Pu contamination









-------
                                                                  444
relationship to relative levels of sample activity.  Observing
only Sill and Hindman's (1974) data, the values below 1 pCi/g
appear to have about five times the variation of the values above
29 pCi/g average of 11 ± 9% versus 2 ±  21 at 1 sigma).   The
respective geometric means and geometric standard deviations are
x = 91, s = 2.3 and x = 1.5, s = 2.7 respectively.  However, this
is a limited amount of data (only two concentration classes) from
which to make a conclusion.  There are not sufficient results
from interlaboratory studies to conclude that they have more
variance than intralaboratory studies, although there is an
indication of this.

     The data indicate more uncertainty in the plutonium-238
results than in the plutonium-239 results.  Excluding the "zero"
result, the means of the percentage uncertainties for concentra-
tions around 1 pCi/g or less are 37 ± 31 percent for plutonium-
238 versus 11 ± 9 percent for plutonium-239.

     The first four entries in Table 27 are for the above-
mentioned pre-1945 sample, and a sample collected in 1970, at a
depth of 90 cm.  Both samples were analyzed by three laborator-
ies.  In both instances the same laboratory presented results
about an order of magnitude above the other laboratory's results.
Upon request, the sample was re-analyzed with lower, but still
elevated, results.  The disparity is the reason for the assess-
ment for both four and  five samples.

     It is possible that the soil sample from 90 cm was contamin-
ated by natural movement of plutonium.  However, Krey and Hardy
(1970) note that it is  probably more likely that the sample was
contaminated during collection and handling.  This implies the
difficulties of handling and collecting samples of grossly
different levels of contamination without minor cross contamina-
tion occurring.  The associated problems are the basis for the
recommendation that samples of various stratified activity levels
be collected and analyzed separately.Minor crosscontamination
from one sample can grossly affect the results of a sample of
much lower activity.
                                98

-------
                                                                   445
                     SUMMARY AND CONCLUSIONS
     This report has considered both field instrumentation and
sampling and analyses techniques for assessing environmental
plutonium concentrations.  The report has centered primarily on
soil and air sampling techniques and plutonium-238 and -239
analytical techniques.  However, much of the information applies
to the transuranic elements in general and to other types of
samples.

     Field instrument techniques are not sensitive enough to
assess the ambient environmental levels (roughly 1 nCi/m2 or less
than 1 pCi/g in soil).  The FIDLER's sensitivity is indicated as
about 130 nCi/m2, but the variabilities associated with field
work indicate uncertainties at even 200 to 500 nCi/m2 (roughly
50 pCi/g), and the need for confirmatory radiochemistry analyses.
Several refinements can be made in using the FIDLER, but
basicially it is a survey instrument, not  an instrument for
quantitating concentrations.

     There are several photon counting techniques that allow
direct estimation of americium-241, and to a limited extent,
plutonium-239 (X-rays), with associated estimates of plutonium-
239.  The general sensitivities range roughly from 1 pCi/g for
americium-241 to 20 pCi/g for plutonium-239.

     There are six basic sources of error or variation in rela-
tion to plutonium and other transuranic analysis of environmental
samples.  These are sampling technique (soil), sample size,
sample dissolution, inadequate chemical equilibrium between
sample plutonium and the tracer, interfering elements, and quanti-
tation of results.

SAMPLING TECHNIQUE (SOIL)

     Items to be considered in sampling programs include:

     1.   Sample representative of stated conditions; i.e.,
          stated depth and area for soil samples.  The area
          sampled should be sufficient to account for minor
          inhomogeneity.

     2.   Sample of pertinent depth; i.e., adequate depth to
          measure total inventory (if that is the objective) and
          appropriately limited depth to prevent unnecessary


                                99

-------
                                                                  446
          dilution of contaminated layer for deposition or
          resuspension studies.

     3.    Generally, it is recommended that samples should
          represent an area of about 1000 cm2 (1 ft2).   The
          variance associated with this or smaller areas has not
          been quantitated, and would be source-dependent.
          Sampling errors for a sample of 1-cm depth or less are
          estimated to be up to 50 to 100 percent.  The sampling
          error for a 5-cm depth (100 cm2) are estimated to be
          limited to about 20 percent.  The estimate of 20
          percent is based on soil mechanics theory (Terzaghi and
          Peck, 1968) and a ORP-LVF field experiment.

SAMPLE SIZE

     The potential for plutonium contamination to exist as
discrete particles results in a potential variation in  sample
results of up to several orders of magnitude (roughly 95 percent
C.L.) depending on the sample size analyzed and the particle size
of the plutonium contamination.   The ratio of the upper and lower
limits, at the 95 percent confidence level, for 1-gram  aliquots
of samples is roughly a factor of 10 or more, based on  a log-
normal distribution  (see Table 11).  It appears this ratio may be
reducible to about 2 (Sill, 1971 data, Table 9) by using 10-gram
samples.  The ratio is reduced further, at least for less homo-
geneous samples, by using 25-gram and 100-gram samples.

     Michels (1971) evaluated two groups of data for the Rocky
Flats, Colorado area.  Using a log-normal distribution, he
divided the data of Krey and Hardy (1970) into two distributions.
One, for global fallout, had a geometric mean of about  2 nCi/m2;
the other, generally relatable to Rocky Flats contamination, had
a geometric mean of about 15 nCi/m2.  He notes that the data of
Poet and Martell (1972) range somewhat lower (units of  nCi/m2)
than those of Krey and Hardy.  This probably is due to  the more
shallow sample depth, 1 cm, versus 20 cm for Krey and Hardy
(1970).  Furthermore, the data cannot be split reasonably into
the two distributions, possibly because of the increased variance
associated with shallow sample depth and small sample aliquot
size (10-g versus 100-g for Krey and Hardy).

Particle Size Distribution of Plutonium In Soil

     Soil samples from Rocky Flats, Colorado, were partitioned
into size categories of less than 2 mm, 100 micrometer, and  10
micrometer diameters.  The mass fractions based on the soil  less
than 2 mm in diameter were 43 percent and 20 percent, for the
less than 100-micrometer and 10-micrometer (density 1 g/cm3)
diameter partitions, respectively.  The plutonium-239 concentra-
tions (pCi/g) for the 100-and 10-micrometer fractions were  1.8
and 2.5, respectively, times the concentration in the less  than
2 mm fraction.   These results are in  general agreement with those
of other investigators.

                                100

-------
                                                                   447
SAMPLE DISSOLUTION

     Sill et al. (1974) and Sill and Hindman (1974 indicate that
non-fusion techniques may leave up to 40 percent of refractory
plutonium in the undissolved residual for siliceous soils.
Butler et al. (1974) further note that sodium carbonate fusions,
etc. are not as successful as Sill's et al.  (1974) potassium
fluoride and pyrosulfate fusions.  Furthermore, it is not suffi-
cient to get plutonium into solution only, but it must also be in
the monomeric ionic state.  Failure to obtain proper chemical
equilibrium  (ionic state) between the sample plutonium and the
tracer gives invalid results, which may be either high or low.

     Although acid leaching is adequate in some instances (Krey
and Hardy, 1970, and Chu, 1971), it may recover only up to about
60 percent of the plutonium in siliceous soils.  Acid dissolution
with HF appears to recover more of the plutonium, but still has a
potential for incomplete recovery.  It would appear to be prudent
to check insoluble residuals and complete samples with Sill's et
al. (1974) fusion technique.  Hahn et al. (in press) and
Bretthauer et al. (1975) have proposed this technique as the
tentative EPA standard method.

INTERFERING ELEMENTS

     Various elements  (e.g., fluorine, calcium, iron, uranium,
etc.) can interfere with the various separation techniques and
stages in the preparation of actinide samples for counting.  It
is common, and would appear to be necessary, to use tracers
(e.g., plutonium-236 or -242) for radiochemistry determinations
(other tracers for other elements).  Thus, although all of the
sample plutonium may not be recovered, the fraction lost, other
than from incomplete dissolution, generally  is accounted for.
Thus, any inaccuracies result in low (lack of dissolution of
sample plutonium) results.  However, there are two additional
considerations.  If the plutonium tracer is placed in an empty
beaker, it may bond to the beaker and be partially lost.  The
sample plutonium would be recovered nominally.  Furthermore, some
techniques (spills and bubbling or spattering) may result in some
loss of tracer prior to dissolution of the sample plutonium.

     The second consideration is the effect on analytical sensi-
tivity of low tracer yields.  This is difficult to quantitate,
but a yield of 10 percent has more potential uncertainty than a
yield of 100 percent.  Plus there is the increased counting error
associated with the lower count rates of low recoveries.

     Sill et al. (1974) note that the electrodeposition step is
the point of greatest potential plutonium loss (reduced yield) in
the procedure for alpha pulse height analysis.  This is due
partially to the potential for plutonium co-precipitation with
other elements or the general formation of insoluble or non-
electroplatable plutonium.  There is the additional problem of

                                101

-------
                                                                   448
uranium or other elements being included in the electroplating
and forming a non-weightless plate, with associated alpha self-
absorption.  Although liquid scintillation counting and co-
precipitation of plutonium with trace amounts of lanthanum
present alternatives to electrodeposition, electrodeposition
appears to be the technique preferred by most laboratories.

QUANTITATION OF RESULTS

     The quantitation of results is done by alpha spectroscopy of
an essentially weightless sample or liquid scintillation, or mass
spectrometry.  All of these techniques require radiochemical
treatment prior to final analysis.  They each have their unique
interference problems.  Although mass spectrometry is inherently
and, at the present state of the art, more sensitive than alpha
spectrometry, there is interference from hydrocarbons, and
because of the high specific activity of plutonium-238 and
interference from uranium-238,  the sensitivity for plutonium-238
is poor.  Mass spectrometry has the advantage in that it provides
isotopic ratios for plutonium-239,-240,  and -241 and thus can
often be used to relate contamination to specific sources, even
when the plutonium-239 contributions are similar.

     There are several means of defining the sensitivity of
analyses, or minimum detectable activity.  The techniques that
give the lowest MDA's that are reasonably valid are based on the
two or three-sigma counting error.  The  NERC-LV technique (Johns,
1965) , defines the MDA value as the mean value equal to the two-
sigma error.  Others, (Eberline) sometimes use three times the
background counting error, which generally gives results similar
to Johns (1975).  In most instances when mean sample results are
below or equal to the MDA, they are expressed as less than the
MDA.

     It should be recognized that most less than values are only
a 50 percent probability statement.  That is, 50 percent of the
time the statement is wrong.  A reasonable minimum MDA is about
20 fCi per sample; i.e., the counting error is 100 percent at the
2-sigma or 95 percent confidence level.   In essence, these values
are per sample planchet, after electroplating.  If the chemical
(tracer) yield is only 50 percent, the values per original sample
are doubled.

Variation of Results

     An indication of the variance associated with the analysis
of samples and with both sampling and analysis is presented by
the data summarized in Table 28.  These.data are summarized from
the presentations in Tables 26 and 27.  The variance of results
is presented in terms of both normal and log-normal distribu-
tions.   This is not to imply that the data fit these distribu-
tions, rather, they are used as tools to summarize the data.

                                102

-------
                                                                   449
     The data in Table 28 illustrate that the variation of
environmental soil sample results is much greater than just the
analytical variation.  The variance associated with sampling and
analysis for samples equal to or less than 1 pCi/g is more than
twice that associated with just the analysis of samples.  There
are mixed groups of data and the categorizations may be subjec-
tive, but the majority of the various data sets clearly indicate
that sampling and analytical error, or just analytical error,
exceed the counting error by several factors.  Consideration of
the data compiled in Tables 25, 26, and 27 indicate that vari-
ances of less than 20 percent are the exception, rather than the
rule, even for results significantly above ambient concentra-
tions .

     The following points become evident:

     1.   Analytical results for 10-gram samples at ambient
          plutonium-239 levels  (less than 1 pCi/g) can be expec-
          ted to have (95 percent confidence) coefficient of
          variation of about 10 percent plus or minus a factor of
          two.  Plutonium-238 results can be expected to have a
          coefficient of variation of about 30 percent, plus or
          minus a factor of two or three.

     2.   Reasonably homogeneous soil samples (10-gram) can be
          expected to have a 95 percent confidence level coeffi-
          cient of variation (CF/95 percent) of about 50 percent
          plus or minus a factor of up to four  (one-sigma).

     3.   Soil samples characteristic of NTS, presumably with
          discrete particulate material, appear to be character-
          ized with a coefficient of variance of over 100 percent
          plus or minus a factor of about two.  The size of the
          sample aliquot affects the variation.

     4.   Data reported by Bliss (1974) exemplify the decrease in
          variability of heterogeneous samples with an increase
          in the sample size that is analyzed.  The CF/95 percent
          decreased from 280 percent to 76 percent for 1-gram and
          100-gram samples, respectively.  This is between a cube
          and fourth-root relationship.

     5.   Plutonium-238 soil sample results at  ambient levels
          indicate extreme variability, although only limited
          data were available.

     It should be recognized that the above conclusions are based
on normal and log-normal treatments of the data.  No tests have
been made concerning the applicability of these treatments.
However, the statements are not intended to be  statistically-
proven hypothesis, rather they  are indications  of trends and
categorizations of the data.

                                 103

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o
                                    TABLE  28.  SUMMARY OF  VARIATIONS ASSOCIATED
                                           WITH  ANALYTICAL  RESULTS AND
                                           SAMPLING  AND ANALYSIS  RESULTS

Data Averaged
Analytical Results
1. Plutonium- 239, <_ IpCi/g
2. Plutonium-239, <_ IpCi/g
Average of 95 Percent CL
Coefficient of Variation (Percent)
Normal
Average
49
16
Distribution
Standard Error
81
12
Log Normal
Geometric
Mean
20
13
Distribution
Geometric
Standard Deviation
4.0
2.3
       Kreg & Hardy  Excluded
3. Plutonium-239, ^ 30 pCi/g
4. Plutonium-238
Sampling and Analysis Results
1. Plutonium-239, <_ IpCi/g
2. Plutonium-239,
Other than NTS
3. Plutonium-239, NTS
4. Plutonium- 239, Bliss, NTS
4. Plutonium-239
Gilbert & Eberhardt (1974) NTS
5. Plutonium-239, all
6. Plutonium-238
3
74

110
76
140
150
130
130
330
3
95

110
86
64
90
50
190
440
1.9
39

72
39
130
135
120
62
185
3.0
3.4

2.8
4.1
1.6
1.8
1.5
3.6
3.1

-------
     There does not appear to be adequate in-depth data for a
rigorous evaluation of analytical and sample result variability.
Data of this type probably can be obtained through specially
designed intralaboratory and interlaboratory studies.

     The results from Tables 26 and 27 contribute confirmation to
the previous conclusions.

     The following items summarize some additional pitfalls and
concerns that must be considered in evaluating environmental
data:

     1.   Low chemical or tracer yields are indicative of diffi-
          culties or interferences in the analysis.  Prudence
          would seem to indicate reduced confidence in low yields
          (roughly defined as below 50 percent, or especially 20
          to 30 percent") .  Low yields can occur because of loss
          of tracer prior to dissolution of sample plutonium,
          etc.

     2.   Sample aliquoting procedures can result in nonrepre-
          sentative results.  Lung, liver, kidney, etc. samples
          are not homogeneous.  If sections are taken for anal-
          ysis  (especially pertinent to large bovine organs),
          care must be taken to take representative fractions.

     3.   Gonads, lymph, etc. produce very small samples, resul-
          ting in limited sensitivity.

     4.   Soft tissues produce variable ash weights depending on
          the time and temperature of ashing.  Results reported
          per gram of ash are thus variable.  Wet tissue weights
          also are effected by dehydration, depending on packing
          techniques.
                                105

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                                                                  452
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                               113

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                               114

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                                                                  461
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                               115

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       APPENDIX  A
          EMSL
WORKSHOP RECOMMENDATIONS
           ON
  SAMPLING AND ANALYSIS
      Summarized by
     Dr. Bernd Kahn
           and
      E. B. Fowler
           116

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                                                                463
         WORKSHOP RECOMMENDATIONS ON ANALYTICAL PROCEDURE

Dr. Bernd Kahn      Analysis Report      April 3, 1974

It is my impression Chat the consensus was as follows:
1.   EPA should consider two analytical procedures:
     a.   The HSL (Idaho Falls AEC Health Services Laboratory)
fusion method.
     b.   A total dissolution with HNO.-HF.   (Several versions
available, some more promising than others.   For example, a
Los  Alamos Scientific Laboratory method which is also the AEC
Regulatory Guide Method.  More detailed method descriptions,
error evaluations and definitions of limits  are available and
should be obtained from the different laboratories.)
2.   In addition, references should be made  in the EPA Reference
Method to procedures that have special advantages, for example,
for processing large samples or numerous samples.  The applica-
bility of using these latter methods should  be confirmed by
comparison with the above cited reference methods.
3.   The proposed reference methods should be tested independently
by EPA before recommending them.
4.   The 10 gram sample size appears to be appropriate, but
required minimum detectable levels should be arrived at by the
EPA to determine if the 10 gram samples are  indeed sufficiently
sensitive.
5.   The major contribution to the variability of results is
believed to be the occurrence of "hot" particles.  It is desirable
that studies be undertaken to check the influence of sample size in
this variability.  Guidance should be presented in the Reference
                               117

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                                                                 464
Method to assure that samples will be sufficiently large to




minimize variability for the particle size expected at the




location from which the methods will be used.




6.   Methods should Include thorough discussions of the principles




and purposes of each of the procedural steps; guidance for mini-




mizing errors, identifying the sources of the errors and calcu-




lating the magnitude of the errors; and specify a quality assurance




program, including a program for minimizing cross contamination.




7.   Th« importance in using sufficient plutonium tracer for achieving




high precision should be indicated.  Both Pu-236 and Pu-242 are




satisfactory  if they are sufficiently pure.

-------
                                                      5/74
                                                      EBF
               COMPILATION FROM THE EPA APRIL WORKSHOP

                           SOIL SAMPLING



     Discussions relating to soil sampling consisted of four

parts:  (1)  presentation of papers, (2)  panel discussion, (3)  group

discussion to fix objectives, and (4)  a synopsis of group conclusions

                               ******


     Sampling for two general types of mission for radioisotope

measurement were identified:

     A.  Sampling for low levels of radioisotopes such as that

associated with worldwide fallout, specifically for preoperational

environmental surveillance or the establishment of a base line prior

to the installation of a facility; and

     2.  Sampling to determine levels of radioisotope dispersal due

to release associated with accidental incidents, testing, or rou-

tine plant emission.

     Although the above two are different in some respects,  a basic

sampling procedure will apply to both situations.  In the above two

situations there can be permutations such as an abbreviated survey

to locate areas for more intensive sampling in case (1) ,  or in

case (2)  an abbreviated survey to determine whether a suspected

release has occurred and if it has, its possible extent.

     Further, in case (1) , pre and post operational surveys will be

required to determine and document the effect or lack of effect

of operations on the environment.  Case (2) may require an inven-

tory either immediately after or at some 'period of months or even

years after an incident.

-------
                                                                 466
     It can be argued that continuous air monitoring is sufficient
for industrial plant environs; this may be especially true since the

predicted plant of the future is a plant of "zero emission".
However, since the soil is an integrator and is relatively stable

with respect to air it is a desirable matrix for programs involving
extended sampling.

     With the above factors in mind, the following recommendations
are made relative to the establishment of an on-going soil
sampling program.  It is recognized that some of the permutations
referred to will negate certain recommendations, however, any sampling
protocol, even the simplest, should fall within the boundaries
set forth herein.
     The boundaries which define problems associated with a sampling
program are outlined in Fig. 1; the objectives  to be met are listed
in Fig. 2.

     The objective of any sampling method is to obtain a representa-
tive sample.  The following outline is set forth as a guide to accom-
plish that objective.  In the connotation used  here, sample prepara-
tion is included as a part of the sampling scheme.
     Let us assume an extended sampling program which could entail

four phases;
     1.  pre-operation or base line,
     2.  operational or environmental surveillance,

     3.  operational incident or release,

     4.  post  release monitoring and  inventory.
                               120

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                            Fi gure 2





                          OBJECTIVES





  I.     Define Mission



        A.   What is. the purpose



            1.  Pre-op survey



            2.  Confirm trends



            3.  Determine inventory



                (routine operation or accident)



        B.   What nuclides



        C.   What degree of precision is  to be considered



            1.  Number samples/location



            2.  Number anal./sample



            3.  Cost



            4.  Analytical sensitivity




 II,     Choice of Analytical Method



        A.   Dependence on sample  type and size



        B.   Degree of confidence  greater than that  defined



            in mission definition



III.     Sampling Methods



        A.   HASL Method



        B.   NAEG Method



 IV.     Choice of Sample  Preparation Method



        A.   Dependence on analytical method



        B.   Define excludable material



        D.   Consider need for special treatment
                             121

-------
                       BOUNDARY CONDITIONS
                             Figure 1
                          DEFINE MISSION
  Q
  U
                     CHOICE OF ANALYTICAL METHOD
                      CHOICE OF SAMPLING METHOD
                     CHOICE OF PREPARATION METHOD
                                 ****
                         CROSS-CONTAMINATION
  W
  W
                        SAMPLE ACTIVITY LEVEE
  a
             ALTERNATE SAMPLE POINTS OR SAMPLING METHODS
  w
  .J
                    SOIL PARTICLE SIZE DEFINITION
                       SAMPLING STRATIFICATION
  O
  O
                          SUBSAMPLE SIZE
                                 ****
O
Z
H Q
D D
OB
W 10
CO
           SAMPLE SIZE WITH RiiSPECT TO THE PARTICLE PROBLEM
                     SOIL STRUCTURE & CONSTITUENTS
      •ANALYTICAL PROCEDURE WITH RESPECT TO THE  PARTICLE PROBLEM
                              122

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                                                                 489
                                  -3-
     A basic requisite to such an extended sampling program relates

to the final product,  i.e. data reduced to a form that is communi-

cable and meaningful.   Statistical advise at all stages of such

an extended sampling program is a must.  The rationale for

statistical advice is  two-fold (1)  communication of results on a

common base,and (2)  legalistics of today demand numbers which

cannot be refuted.

     The sampling program may be nonbiased or biased.   A statistically

designed program requiring random sampling would be considered

nonbiased; an extended sampling program should fall into this

category.  An abbreviated survey might  be biased -and could serve

an immediate "need to  know".   It might  be acceptable under those

conditions or as a starting point or base for a nonbiased extended

survey.

     Figures 1 and 2 outline  the parameters which must be defined

in an approach to an acceptable sampling procedure;  they will be

discussed in detail.

     I.  Define the Mission

         A.   What is the  reason for the sampling program?

             1.  In the assumed case of an extended sampling

             program,  the reason for sampling will change with

             time, however, a first requirement will be the

             establishment of a base line,  the pre-operational

             survey.  The survey should be both extensive and inten-

             sive  in that future trends and conclusions may be

             based on  the initial findings.   A well-planned,  random

             sampling  scheme  will be valuable in the determination
                               123

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                                                                     470


                                  -4-


             of an initial "inventory".  Aside from test, accident,

             or discharge site, the concentrations of radionuclides

             found is expected to be low.*

             2.  A second purpose is that of defining or confirming

             trends.  Any trend will be related to the base line.

             It is probable that a larger number of samples will

             be required during early operational experience and

             that samples will be taken at greater frequency.

             Complete documentation as in '(1)  above will prevent

             a resampling of previous points.

             3.  A third purpose is that of determining an

             inventory particularly associated with and after  an

             accidental emission.  In case (1)  and (2)  above,

             a surface sample only might be required,  however  for

             inventory purposes, profile samples will be necessary

             to assure that the highest practical percentage of a

             radionuclide has been accounted for.

     It is recognized that resuspended soil could have been or may

become a part of the soil sample, however, the separate sampling

of that fraction is a special case and is not considered in this

discussion.

         B.  What radionuclides are being 'sought and what is the

             physical nature of the dispersed material?  Plutonium
*Drainage areas, low spots, areas of heavy vegetation,  and denuded
areas should be noted.  The basic survey should be  as  completely
documented as possible.


                                124

-------
                                                           471
    is considered the nuclide of prime importance,
    however, the sampling scheme is applicable to many
    radionuclides, including other transuranics as
    well as uranium.  Radionuclides of interest in the
    future might include the noble gases and tritium,
    though proposals stated here do not consider such
    special cases.
       The physical nature of the dispersed material
    will dictate the sampling design in that particulate
    material widely dispersed will produce "hot" and
    "cold" samples whereas an emission of material in
    a soluble form will result in samples more nearly
    uniformly distributed in extent of activity.  Further,
    the analytical niathod of choice may be dictated by the
    physical nature of the material, e.g. a refractory
    oxide as opposed to material deposited from solution.
       The degree of solubility of the nuclide, hence
    transport through the soil profile will dictate the
    need for profile samples and their depths hence the
    sampling scheme should consider the chemistry of
    the nuclide being sought as well as the purpose for
    which samples are taken.
C.  What is the acceptable degree of precision?
    The acceptable degree of precision is probably a
    management decision,  however, it is related to the defined
    purpose for sampling.  Certainly the need to determine
                       125

-------
                                                           472
post-incident inventory would require a high degree  of



precision if a material balance is to be attempted.



   For the following discussion, several terms  should



be defined; it should be pointed out that some



definitions may be redundant; they are given here for



explanatory reasons :



1.  Sample



    That discrete mass removed from a single sampling



    point.



2.  Sampling point



    The defined volume from which a discrete sample  is



    removed.



3.  Sampling location



    A volume delineated by a section of a gri''   by an



    isopleth or by other means which may define a



    supposed commonality i-of activity)  to the enclosed



    population.



4.  Sampling area.



    The area of experimental interest whose boundaries



    are defined by the mission.  It may be a small



    area, say 10 x 10 feet associated with a spill or



    as in the case of worldwide fallout, it is  the



    surface of the earth.



        In considering the degree of precision,



    the following should be factored into a decision.



        a.  The number of samples taken at a location.



            Certain factors will dictate this number;

-------
                                             473
    they may be knowledge of the problem,



    previous sampling results, field instrument



    survey, or others.



b.  The number of analyses per sample.



    Heterogeneous distribution of particulate



    matter which varies in size will dictate



    replication to establish "within sample"



    variation.  Once established, replication



    on a given percentage  of  samples should



    be practiced to confirm the presence or



    absence of change.



        The more nearly homogeneous  the sample,



    the fewer the replications which will be



    required.



c.  Cost.



    It is obvious that the greater the  number



    of samples taken and the greater the number



    of analyses performed, the more  precise



    is the resultant number.  Cost will affect



    the number of samples taken and  the number



    of samples analyzed; a compromise is naces~



    sary.  The extent of the compromise will be



    dictated by the mission.



        Gilbert (1)  has given the following



    guidance relating the above factors.
             127

-------
             -8-
               S.  / C,
        M  _ * — V 7^
         opt   sp V  C2

        where:  C, = cost of taking and pre-
                     paring one sample from
                     field

                C2 = cost of alalyzing one
                     aliquot

                s  = standard deviation relat-
                 v   ing to variation in the
                     field position, and

                s  = standard deviation relating
                 a   to Variation within a given
                     soil sample.
        The relationship does consider cost

    and standard deviation and forms  one basis

    for consideration of the degree of precision.

d.  Analytical sensitivity

    The adoption of a common analytical method

    would represent the ideal.   In  the absence

    of an ideal situation, the realistic

    approach is to choose only those  methods  of

    analysis which have been shown  to yield

    comparable results and sensitivities.   The

    mission will dictate the sensitivity required

    in that short cuts in a method  may yield

    results less precise but acceptable to the

    mission.   Such a case might arise when a

    few samples are taken downwind  after a sus-

    pected emission as a first  check  to determine

           128

-------
                                                                  475
                                -9-
                        "whether and  to what extent".   Certainly
                        high analytical sensitivity is  desired
                        in the determination of a "most practi-
                        cable inventory".

II.  Choice of the Analytical Method
     A.   The possible analytical methods of  choice  will be  deter-
         mined by the group reviewing that problem.  However,  the
         choice will be  dependent  on  certain characteristics of
         the sample.   It is also true that characteristics  of  the
         sample may dictate minor  modifications  associated  with
         analyses.  As an example,  a  low organic soil may be
         digested without pretreatment whereas  a high organic  soil
         becomes  more amenable to  analyses if an ignition step
         Is incorporated to remove  organic matter.
            The sample size will also relate to  the method  chosen.
         The presence of a heterogeneous population of  particles
         dictates replication of analyses or analysis of large
         samples.  The fusion of large samples presents many
         problems not the least of which is  the  need to purify
         from large volumes of salts.
            It is also true that the  degree  of sensitivity  desired
         suffers  when very small samples are  analyzed.
     B.   The degree of confidence associated with the analytical
         method should be higher than  that defined for  the mission.
         Although the statement  may seem redundant, it  is a
                               129

-------
                                                                    476




                                -10-



         point often overlooked.   Sample  should  be  subjected  to



         the analytical procedure and  the "degree of  confidence"



         determined and related to that defined  in  the mission.



         Since the sample cannot be changed,  the analytical



         procedure may require modification.



III. Sampling methods



     A.   Two methods for sampling soils for radioactive  constit-



         uents have been used with success; these are the  HASL



         method  '  based, on the work of Alexander   '  and the



         NAEG method developed for the sampling  of  dry,  sandy



         soils.  The NAEG method lends itself more  readily to



         true random and profile sampling; it does  have  the dis-



         advantage of requiring more time per sample  than  does



         the HASL method.  The mission will determine tha  method



         more nearly applicable.



             The recently prepared draft  guide AEG  Regulatory



         4.X is also suggested as a reference.



     B.   Important points related to the  sampling of  soils for



         radionuclide content are as follows:



         1.   As stated, the prime purpose is  to  obtain  a representa-



             tive and discrete sample  hence classical methods,



             such as conservation auger,  do not  apply.



         2.   Cross contamination of samples must be avoided;  cross



             contamination will bias final results, especially



             profile samples taken for the purpose  of determining



             an inventory.




                                130

-------
         3.   Volume and area of samples must be known precisely
             as factors in the calculation of overall aerial
             concentration.
IV.  Choice of sample preparation method
         Sample preparation is considered a part of sampling in
     this discussion;  it relates to both the sampling method and
     the analytical method of choice.   The cost of analysis
     (C2, page 3)  is markedly effected by preliminary preparation;
     the purpose of the mission will dictate to some extent the
     sophistication of the preparation method employed.   The best
     sample is the total sample, however the cost of preparation
     will dictate screening and/or aliquoting in many cases.
         A heterogeneous particle size population will be present
     in certain types of emissions, e.g. fires or explosions.
                                  (41
         Using the method of Leary    it has been calculated that
                             239-240
     a spherical particle of        Pu°2 ' ^4 microns in diameter,
     would assay at 86/000 d/m.  In an actual analysis of one
     gram aliquots from the same sample, activities ranging from
     that level to 6 d/m/g were found.(5)
     There is no known state of the art technique which will crush
     particles of those sizes to a uniform size and distribute
     them homogeneously throughout the soil matrix.
         A prerequisite to sample preparation is the determination
     of a standard dry weight (105-110°C for 24 hours or to constant
     weight)     on a known vaolume related to a known area.
     A.   Preparation of the sample is  dependent upon the analytical
         method of choice.   The ideal  aliquot to be analyzed will
         represent the entire sample,  hence the aliquot taken
                                131

-------
                                                                418
                           -12-
    should  not  contain  stones or pebbles which will  drop  from
    the spatula and  thus bias the  sample.   If stones and
    pebbles are present as  such, the dissolution process  will
    be extended and  the cost increased.  A  pulverizing or
    flouring of the  sample  is most effective in reducing  it
    to a form most amenable to analyses.  However, in this
    respect samples  with detectable activity must be processed
    in a dry box provided with an  adequate  air cleaning system;
    the treatment will  produce fines  (which have been shown to
    contain a high percentage of plutonium); the fines will be
    lost to the filters and the results biased.
        A further point relates to crass contamination.   A
    pulverizing mill used to prepare higher activity samples
    must be dismantled  and  decontaminated between samples;
    this is a costly procedure.
B.  Definition of Excludable Material
        The problems associated with  A above can be  solved  in
    part by nested or contained mechanical  sieving within an
    enclosure.   With a single  sieve,  two  fractions will be  ob-
    tained	that passing,  and  that not passing.  That passing
    will comprise the sample for analyses;  that not  passing is
    designated excludable material.   Excludable in  this  sense
    connotes excluded from  the  primary "to  be analyzed"
    sample.  There remains  to define  the  screen size and  treat-
    ment of the "excludables".
        A 10 mesh screen  size  for  preliminary separation  is
                           132

-------
    acceptable.  Root mat, large organic pieces, stones; pebbles/



    etc., which will not pass are removed from the sieve and



    weighed.  Root mat and other organic detritus which is



    a definite part of the soil matrix  (i.e., below soil



    surface level) should be added to the less than fraction



    and that fraction weighed.



        The excludable rocks, stones, etc., may pose a problem;



    it has been shown that a very small percentage (less than



    3%) of total activity is associated with this material



    and hence may be discarded.  However, a confirmation of



    "negligible percentage" may be desirable in which case



    the material may be acid washed and the washings added to



    the less than fraction or analyzed separately;  if the



    washings are added, a second drying and weighing should be



    performed to obtain final weight of the "less than" fraction



    and to prepare it for following steps.



        It is probable that some samples will contain above



    ground vegetation.  Although this is part of the "collection



    system", it is not part of the soil system.  The mission



    will define whether the total collector or the soil alone



    is of importance.  In either case, it is recommended that



    vegetation be removed as a separate sample at ground level.



    Results of analyses can be weighted and combined if re-



    quired.



C.  The fraction passing 10 mesh is to be blended,  mixed or



    ball milled;  ball milling is recommended.




                           135

-------
                                                              £30
                       -14-
    The NAEG procedure employs one  (1) gallon paint
    cans protected by an outer brass sleeve.  The pro-
    tocol designates ball milling to the point where
    about 90% of the sample will pass a 100 mesh
    screen.  The mission, cost/ and analytical pro-
    cedure will dictate the extent of ball milling.
    The sample is screened  (100 mesh) and the- weights
    of material passing and not passing are recorded.
    The less than 100 mesh material is the sample used
for analysis.  Drying at 110°C for 24 hours will gen-
erally brittle most material to the extent that it will
ball mill properly/ however/ certain root material will
not pulverize.  The mission will determine the relative
importance of root mat; if important, the organic detritus
removed from the 10 mesh screen can be weighed/ ignited/
and the ash added to the sample being prepared for ball
milling.  The importance of base stem absorption 
-------
                                                                481
                                -15-
    D.  Need for Special Treatment
            A need for special problem or special study samples
        is not a unique occurrence and is noted here-only to
        alert the reader that on-site decisions may be required
        to modify either the sampling or preparation procedure
        or both.  The mission as well as physical conditions of
        the sampling point will determine factors which can  be
        considered for modification.  It is  strongly urged that
        the boundaries set forth in Fig. 1 be used to guide  the
        sampling.
V.  Addendum
    A.  Controllable Variables
        1.  Analytical results are no better than -the samples
            submitted; it is iinportant to control all variables
            which can be controlled.
            a.  The NAEG sampling protocol presents guidance to
                minify possible cross-contamination; the added
                effort required is minimal.
            b.  Sample activity level can be controlled best by
                instrumental survey in the field to delineate
                those which are relatively "hot" or "cold" and
                thus alert the analyst to the aliquot size required
                for good statistics.
                    A second approach involves a screening of
                samples in the laboratory by means of GeLi scan
                or other appropriate instrumental survey.
                The GeLi scan for
                              135

-------
                    -16-


    241
       Am  (60 keV) is especially helpful'in the ab-

                                 *\ A "\
    sence of fission products if    Pu forms a part



    of the radionuclide population; it is of little



    value in the presence of significant levels of


    fission products.  Americium-241 x 10 has been used



    to indicate a possible plutonium concentration.


    However, the factor of 10 is variable and of ques~



    tionable value in cases where plutonium concentra'-



    tion is low, hence the technique is limited to



    certain emission problems.  However, the above can



    in certain conditions guide the analyst as to



    aliquot size.


c.  Alternate Sampling Points - An initial statistical



    design for random sampling should consider the


    possibility that a sampling point cannot be used


    such as extended rock outcrop, hence some alternate


    random numbers should be available to be chosen



    should the need arise.



d.  Soil Particle Size Definition - The size of soil


    particles which can be effectively sampled and



    meaningfully analyzed is limited.  This item is



    closely related to "c." above.  A sampling point



    consisting of one to two inch stones is of ques-



    tionable value; a second set of random numbers



    should be available for such events if dictated


    by the mission.



Sampling Stratification


    In the case of plutonium distribution (provided

241
   Pu is present)  a FIDLER instrument set to detect

                   136
                                                         432

-------
                                                              483
                            -17-
            241
        the    Am 60 keV energy peak is of value in delineating
        stratification and assigning a range of levels to be
        expected..  Such an initial separation assists the
        analyst in grouping samples of like activity, reduces
        possibility of serious cross-contamination of samples
        in the field and guides the statistician in designing
        the sampling scheme.  Other means of stratification
        may be used such as grass vs areas of brush or dry
        runs or creek beds vs upland.
    3.  Subsampling or Aliquot Size.
            The aliquot size necessary to obtain some relatively
        constant level of activity per unit volume or per
        final plate for counting can be determined within
        reasonable limits by a GeLi scan as previously out-
        lined.  The activity per gram in many samples may be
        so low as to require a volume of soil too large to be
        accommodated by the analytical procedure and meet
        the suggestion of constant level of activity per plate.
        A relatively constant activity per unit volume or per
        plate simplifies counting (sample changing)  and reduces
        gross cross-contamination possibility when lower level
        samples follow much higher level samples.
B.  Certain Variables Require Further Study;  In a Sense,  These
    are Uncontrolled Variables at Present.
        It has been pointed out that the distribution of
    particles relates to sample size.   The distribution is
    one of size of particles as well as aerial distribution.
    In the cases of an emission or an inventory oriented
                          137

-------
                                                       484
                    -IB-

mission, initial distribution or change in distribution
with time are unknown.  Investigation to define a
representative sample under such conditions will be
desirable.
    The effect of soil structure and constituents on
the representativeness of samples is unknown.  Do
particles per s_e transport through the soil profile;
what is the chemical nature of the radionuclide in
the soil constituents on transport, for example, the
effect of organic matter on "solubility",  chelation,
or even insolubilizing of radionuclides?  These
questions are unanswered.
    Such questions relate directly to profile sampling
for inventory.
    Are the analytical procedures equally  effective
with respect to all particles and their possible
chemical states or forms?  What sampling,  preparation,
and analytical methods apply to glassy material such
as trinitite?
    Are there conditions under which highly resistant
forms (to chemical analyses)  are produced  — and thus
not accounted for?  Tracer recoveries will not provide
the answers.
                   138

-------
                                                                           Appendix 6

                                                                     Radlonucllde Information
«o
Half Specific Weight X of Predominant
Life Activity Nucllde In a Particles
Ref. Nucllde (vrs) (C1/q) Weapons Hat. (MeV) (X)
(1)
2
2
3
4
1
5
*
4
Pu-236 2.85 520
2.85
Pu-238 86
86
89.6 16.
86.4 17.

Pu-239 24
24
1) 24
5)
2
4
1
5
2
4
1
5
2
24
Pu-240 6
6

6
Pu-241


,000
.400
.400

,440
,600
,540

.580
17.

0.

0.

0.

0.

13.2 113
14.8

112.

3 Am-241
4
6
1
5




2)
4) Pu-242 380
1
S
(2
387

379
References
13.2
433
462

433

433
,000
,000

.000

'• LedererMn
2. Budn1tz[19





3.

0.

0.


0.04
8
4
34

062 94.5

0613
93.34
227 S

226
6
0.5

2
0.58




22

00391

0039
0.04

S
5
5

5
5
5


5
5


4



5
S



5
4




.50
.50
.50

.16
.14
.16


.16
.16


.9



,57
.48



.49
.90




71.9
72
72.2

72.0
72.5
73.0


76
75.5


0.004



85.3
85




76




10 - 20 keV
keV X keV
13.6 4.60
17-keV
13.6 1.74


17-keV
13.6 1.55


17-keV





14 16

17-keV

17-keV
14 12





17
17
band:
17.0
17

band:
17.2
17

band:





17.4
17
band:

band:
17.8





X-Rays Gamma Rays
20 - 30 keV 20-30 keV 55 - 65 keV
X keV X keV X keV X keV X keV X keV X
4.31 20.2 0.58 43.5 0.04
13 45 0.034
10.55
1.63 20.2 0.22 band: 3.59 38.6 0.04 46.2 0.001 51.6 0.025 56.8 0.001
2.9 band: 2.9 39 0.003 53 0.007
39 0.001
4.9 band: 4.9
1.86 20.2 0.39 band: 3.8
10 44 0.01

10





15 20.82.0. 26.33.1' 43.40.01 59.538.4
37 26 2.7 43 0.06 60 37
37.6 26.4 2.5 43.4 0.07 59.6 35.9.
43.4 0.07 59.5 35.3
37.6
13 20.8 3 26.3 2.5 59.6 36





7§rs)
                  3.   Poston(1975)
                  4.   Putzier{1966)
                  5.   Tlnney et.  aj.(1969)
                  6.   Nagnusson(1957)
                                                                                                                                                                      CJ1

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                                                                     486
                      APPENDIX C
TABLE C-l.  FREQUENCY  DISTRIBUTION TABLE FOR 80 ALIQUOT
           RESULTS ON REPLICATE SOIL SAMPLES
              FROM PENOYER VALLEY, NEVADA



Interval
0. -
1.1 -
2.1 -
3.1 -
4.1 -
5.1 -
6.1 -
7.1 -
8.1 -
9.1 -
10.1 -
11.1 -
12.1 -
13.1 -
14.1 -
15.1 -
16.1 -
17.1 -
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0

Midpoint
0.5
1.5
2.5
3.5
4.5
5.5
6.5
7.5
8.5
9.5
10.5
11.5
12.5
13.5
14.5
15.5
16.5
17.5

Frequency
46
10
5
2
3
2
3
3
0
1
0
2
2
0
0
0
0
1
Cumulative
Frequency
46
56
61
63
66
68
71
74
74
75
75
77
79
79
79
79
79
80
Percent
Cumulative
Frequency
57.5
70
76.3
78.8
82.5
85
88.8
92.5
92.5
93.8
93.8
96.3
98.8
98.8
98.8
98.8
98.8
100.

          Range of Data:   0.15  -  18.0 pCi/g
          Interval Width:   1.0  pCi/g
                         140

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 100-
                                                                 487
  10-
ex
A
 0.1-
10    20   30   40 50  60  70  80

        CUMULATIVE  PERCENTAGE
                                                  90
98
       Figure C-l.- Probability plot of replicate  samples,
                   Penoyer Valley, Nevada.
                              141

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                                                               489
TECHNOLOGY AND COSTS FOR CLEANING  UP LAND CONTAMINATED

                    WITH PLUTONIUM
                    C.  Bruce  Smith

                   Janet  A. Lambert
                      April  1978
         U.S.  Environmental  Protection Agency
             Office of Radiation Programs
            Technology Assessment Division
               Washington, D.C.  20460

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                                                                        £31
                               PREFACE

      The Office of Radiation Programs (ORP)  of  the Environmental
Protection Agency carries out a national program designed  to  evaluate
public health impact from ionizing and nonionizing  radiation,  and  to
promote development of controls necessary to  protect the public health
to the environment.  This report provides the technical information
necessary for ORP to evaluate the environmental  aspects concerning the
costs and technology of cleaning up plutonium contaminated land.   This
document is part of the supporting documentation for the Federal
Radiation Guidance for the cleanup of plutonium  contaminated  land  areas.
                                  David S.  Smith
                                     Director
                      Technology Assessment Division  (AW-459)

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                                                                      492
                        TABLE OF CONTENTS
 I.   INTRODUCTION,
     A.   Purpose                                                 1
     B.   Summarization                                           2

         (1)   Technology                                        2
         (2)   Costs                                              3

 II.  TECHNOLOGY	   4

     A.   Removal                                                 4
     B.   Stabilization                                           6
     C.   Restriction  of Land  Use                                 6
     D.   Special  Techniques                                      7
     E,   Procedures  for a Project                                7

III.  COSTS	   9

     A.   Removal, Stabilization, and  Restriction of Land Use     9
     B.   Special  Techniques                                     10
     C.   Plutonium Cleanup Experience                          11
     D.   Economic Losses Resulting  from  Pu Decontamination      11
          Projects

 APPENDIX A - Eases  for Costs in Table 2	  12

     Part 1 - General Information                               12
     Part 2 - Discussion of Specific  Techniques                 28

 APPENDIX B - Special Techniques	  37

     Part 1 - Technology                                       37
     Part 2 - Costs                                             39

 TABLES

     Table 1  - Plutonium Decontamination                       40
     Table 2  - Decontamination Costs                            41
     Table 3  - Adjustment Indexes                               42
     Table 4  - Summary  of Techniques  and Costs                  44
     Table 5  - Plutonium Cleanup Experience  Costs               45
     Table 6  - Uses  for Stabilizers and  Approximate Costs       46
                to Apply to Acre
     Table 7  - Value  of Crops (per  Acre) in  1973                47
     Table 8  - Value  of Forests (per  Acre) in 1974              48

 REFERENCES	  49

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                                                                          493
I.   INTRODUCTION & CONCLUSIONS

     A.  Purpose

         Plutonium contaminated*  land areas  can have  an  adverse  impact
on man if the plutonium is resuspended  in the air  (inhalation  pathway)
or if the plutonium is concentrated  in  plant life  (direct  ingestion by
man or ingestion of animals that  feed on the plants).  Usually,  the
primary potential radiological hazard to man from  land areas
contaminated with plutonium results  from the resuspension  of the
plutonium in the air as a particle.  If the  plutonium is plowed  under,
then the primary potential radiological hazard may be through  ingestion
of plant material.  To reduce the potential  radiological environmental
impact on man, three general techniques normally can  be utilized:
removal of  the plutonium  from the land  surface area,  stablization  of
the plutonium on the land, or restriction of the use  of  the
contaminated land.  The purpose of  this paper is to discuss the
technological feasibility and the unit  costs of employing  these
techniques  or of utilizing several  special  techniques.

     It is  important to note that the Environmental Protection Agency is
currently involved  in developing  environmental criteria  for radioactive
disposal and standards for the management of high-level radioactive
waste.  In  addition, standards may  be prepared for other forms of  waste
in the  future.  Many of the decisions regarding what  must  be done  to
meet these  criteria and standards may not be made  for several  years.
Currently guidance  for cleaning up  plutonium contaminated  lands  is
reaching final development.  However, the acceptable  methods for
cleaning up contaminated  land and disposing  the wastes have not  been
determined  at this  time.  This determination will  probably result  from
a cost-benefit analysis for each  individual  site.  However there may be
some types  of disposal that will  not be considered acceptable  for  waste
removed from any contaminated site.  In light of the  uncertainty of
acceptable  waste disposal techniques for wastes removed  from
contaminated sites  and facilitie's,  this paper does not intend  to select
acceptable  cleanup  techniques nor  compare the pros  and cons of  various
cleanup techniques  except on the basis  of general  costs.   In this
respect, there may  be several techniques evaluated which may eventually
be determined unacceptable as a result  of future standards development.

     With regards to the  environmental  criteria applicable to  all
radioactive waste,  it has been recognized that there  is great  need to
place a limit on the time period  in which reliance can be  placed on
institutional controls.   In applying this consideration to the subject
of this paper, it is emphasized that reliance on institutional controls
such as fences and guards cannot be  found acceptable  for long  periods.
The length  of an acceptable period  has  not been determined at  this
* Land areas are "contaminated" with plutonium if the resulting
  environmental impact of the area exceeds any Federal regulation
  or guidance.

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 writing  but has been proposed as  100 years by EPA.  Placing a  time
 Limit on institutional controls implies  that the site or  facility will
 evenutally revert  to unrestricted use which, in turn, involves  the many
 unresolved issues  related to decommissioning.  Thus, the  use of
 institutional controls merely delays implementation of decommissioning
 standards and/or criteria.  However, this delay can be quite effective
 for reducing environmental and public health risks in those cases
 involving shorter-lived radioactive materials.

      The decision  to apply any cleaning  techniques to plutonium
 contaminated land  areas should be based  on Federal regulations and
 guidance and on a  net  improvement in the environment.  The levels of
 radioactivity requiring clean-up or those to which the clean-up should
 proceed,  as well as  the aspect of control over the contaminated land
 areas are not addressed in this paper.  The paper also does not address
 the clean-up of urban  or industrial areas (our focus was  on farmland,
 arid and semi-arid open land, prairies,  mountainous areas, and forests)
 nor does it attempt  to define or recommend which techniques could, or
 should be used, on the different kinds of land areas.  Instead, the
 paper presents a discussion of the available techniques for plutonium
 clean-up projects since each project site will vary relative to a large
 number of critical factors which significantly affect the costs and
 effectiveness of the various techniques.  Some of these factors are
 physical in nature (such as the terrain, remoteness, climate, weather
 conditions, type of  environment, use of  the land, existence of
 vegetation, type of  vegetation, type of  soil).  Other considerations
 are the  restraints of  surveying the area (which can cause delays) and
 the necessity for  worker protection during clean-up (type clothing,
 respirators).  These factors relate to the type and quantity of
 contamination.  If there is any significant external radiation exposure
 to the workers, the  costs and difficulties with performing effective
 clean-up operations  may increase significantly.

      B.   Summarization

           1.  Technology.  For any project, each of the general
 techniques - removal,  stabilization, restricted use - will involve
 several  or all of  the  following steps (or procedures):  (a)
 radiological support,  (b) stabilization, (c) removal, (d) packaging,
 (e) transportation,  (f) ultimate** disposal, and (g) restoration.  The
 technology of and  relationships of the techniques and the procedures
 are discussed in Section II.  In summary, the procedures  that may be
 employed with existing technology are:

     (a)   Radiological  Support  -  A survey team employing  such
 instruments as alpha survey instruments, and FIDLERS, or lab-
 oratory  type instruments  used in the field.
** The term "ultimate" means  the resulting fate of the  land  at  the
   conclusion of the  specific technique.  Other measures concerning
   the land may be required  in the future and are discussed  in  the
   appropriate sections.

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                               -  3  -
            Cb)  Stabilization -  Plowing, application  of
        chemicals, vegetative cover, soil, sewage sludge,  asphalt, or
        foam.

             (O  Removal  - Harvesting crops, removing  vegetation and
        trees,  scraping soil, vacuuming soil,  flooding land.

             (d)   Packaging - Containerization  of  vegetation,  soil, or
        solidified wastes.

             (e)  Transportation  - Transport  soil  on or near the contam-
        inated land area or transport containerized material  to a wao,e
        burial ground or a Federal  Repository.

             (f)  Ultimate* Disposal  - restriction  of land  used;  retention
        of the soil onsite (stabilization,  concentration of  soil  as  windrows,
        mounds, or in trenches); burial  or storage  at waste  burial grounds,
        the Federal Repository.

             (g)  Restoration - application of soil,  fertilizer,
         stabilizer, seeds, seedlings,  shrubs.

         2.  Costs.  There are several general techniques that can
be utilized to reduce the  environmental impact of an  area contamin-
ated with plutonium.  A representative sample  of the  most often applied
techniques is summarized in Table  4 along with their  range of costs
and average costs,  and the advantages and disadvantages  of each.  A
discussion of the costs is presented  in Section  III.  Generally, the
average^costs (normalized  to 1974  dollars) are:

             (a)  Restriction of land use          $1100/acre
             (b)  Stabilization                   $2400/acre
             (c)  Soil removal,  onsite retention   S4800/acre
             (d)  Soil removal,  offsite disposal
                  or storage at:

                  (1)   a waste  burial ground       $145,000/acre
                  (2)   the Federal Repository      $515,000/acre
* The only truly "ultimate"  disposal  technique  is elimination of plutonium
  contaminated soil  by extraterrestrial  means or transmutation.  If any of
  the other disposal  techniques  are  used,  then  it is always possible that
  additional measures may be taken  in the  future to restrict the land use
  or dispose of the  contaminated soil.

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                                                                         436
                                     -4-
  II.  TECHNOLOGY

           The potential environmental impact of plutonium deposited on
  land areas may be reduced by a number of methods.  Almost all of the
  methods can be categorized as one of three general techniques - removal
  of soil, stabilization of the land area, and restriction of the use of
  the land.  In utilizing any one of these three techniques, several or
  all of the following seven procedures or steps may be necessary -
  radiological support, stabilization, removal, packaging, transportation,
  ultimate disposal, and restoration.  The approach taken in this evalua-
  tion is to present (1) a general discussion of the three techniques;
  (2) a discussion of the seven procedures or steps; and C3) a discussion
  of their relationship with the three techniques.  Also a discussion will
  be presented of several special techniques that are not generally appli-
  cable to projects involving the reduction of the radiological environ-
  mental impact of Pu contaminated on land areas.  Finally, a short dis-
  cussion of the effectiveness, advantages, and disadvantages of the
  techniques will be provided.

       A.  Removal
           Removal includes options such as raking and grubbing out
  vegetation, stripping the top layer of soil by scraping, vacuuming,
  flooding, or applying a polyurethane foam cover (or other chemical
  cover) that removes the top layer of soil when the foam is removed.

           Disposition of the contaminated soil  and materials thus collected
 will  depend  on  factors such as quantity of materials; contamination levels;
 local  demography; meteorological and hydrological characteristics; land
 value;  and land  usage.  Hauling will generally  be required to dispose of
 contaminated soil offsite.  The soil would have to be placed in containers
 or enclosed  hauling  vehicles prior to hauling.   Local conditions permitting,
 however,  burial  may  be preferable on or near the site (these methods are
 discussed  under  the  stabilization section;.

          After an area is contaminated with plutonium, initially the
''bulk of the plutonium would be expected to reside very near the surface
 of the soil, on vegetation, on litter layer, etc.   The distribution of
 plutonium also depends on the method of its release (airborne or liquid)
* A description of the packaging requirements for plutonium contaminated
  soil  are outside the scope  of this paper.  Current regulations  for pack-
  aging are contained  primarily in 10 CFR Part 71 and 49 CFR Parts  171
  through 189.

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                                                                        £97
                                  -5-
and thus it may not always reside near the surface of the land.  As
weathering occurs and the area is disturbed by the forces of nature,
part of this plutoniura will be carried from the area, part will be
distributed on the soil surface, and part will penetrate into the soil.
The exact movement and distribution of the plutonium in the soil after
weathering is very dependent upon climate, type of soil, and time
elapsed before removal begins.

         Raking and grubbing to remove vegetation and mulch will have
variable effects depending on the time span since the plutonium was
deposited on the land.  As time passes, new vegetation replaces the old,
new layers of thatch cover the old., and the plutonium is leached into
the soil and removed from the land by weathering effects (such as wind
or rain) so that removal of surface cover becomes less effective as a
plutonium decontamination technique.  The plutonium will also be dis-
tributed throughout the soil profile via root translocation and
decomposition of the dead root material.  This decomposition may also
increase the uptake of plutonium by plants.

         Removal of several inches of soil by scraping with graders,
scrapers, or bulldozers is one of the most widely used methods of
decontaminating an area.  However, large industrial vacuum cleaners
equipped with high efficiency particulate filters (HEPA) may be
effective in decontaminating sandy soils or plowed land.*  These vacuum
cleaners have not actually been used to remove soil from land areas,
thus  their success can only be conjectured.  Smaller vacuum cleaners
may be useful devices where small areas are involved and the amount of
loose surface material will not unduly load the equipment.  Generally,
a combination of the collection and removal techniques mentioned plus
plowing the land will provide optimum results (see the discussion in the
stabilization section).

         Polyurethane foam, which is applied by spraying, has been used
successfully on small areas.2  After setting, it is sectioned and re-
-moved.  The top layer of soil, along with small rocks and detritus,
adhere to the underside of the foam and are removed with the foam.  Since
this  technique is experimental and also very costly, it would probably
not be used extensively as a soil removal technique at this time.

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                                                                        438
     B.  Stabilization

         Stabilization includes techniques  such  as  plowing the land to
cover the top soil layer,  scraping the  soil  into trenches, contouring
the land in windrows or mounds  (this  is  also a removal  technique),
covering the land with soil or vegetation,  and applying chemical sta-
bilizers to the  land area.  It should be noted that usually stabilization
is only a short  term solution which may often require  a more permanent
clean-up technique in the  future.  Plowing  can be used to invert the
contaminated top soil to place  it beneath a cover of subsoil; thus,
providing a covering to prevent resuspension and also  to achieve dilution.
It has the disadvantage, however, that  subsequent removal operations,
should they be  required, would  be rendered  much  more difficult because
of rearrangement and dilution.  Normally the dilution afforded by plowing
would place the area in unrestricted  use.  Thus, future clean-up efforts
or surveillance of the  area would not be necessary.

          Scraping  the  land into windrows or  mounds  has been used to
minimize  the dispersion  of  radioactive contamination  by wind action.
Windrowing could be accomplished by first scraping (blading) the top surface
of the soil  and detritus  into  parallel rows.   Soil below the top layer is
then  bladed over the  contaminated material to form windrows.  Mounds  are
formed by pushing the soil  into  large  piles.   Then,  a clean earth cover or
chemical  stabilizer can  be  applied to  fix the plutonium.  Establishment of a
vetetative cover, controlling  access to  the mounds,  and using other
limitations on land use  can be employed  to maintain  the integrity of the
windrows  or mounds.   The  long  term integrity  of the  windrows and mounds
are very dependent  on the effectiveness  of the stabilizers  to prevent
erosion of soil  or  resuspension of plutonium  while the vegetative cover
gains a foothold.  If the Stabilizers  are not effective, then the expense
of an alternative technique will also  be  incurred.   The soil can also be
scraped and deposited  in  trenches.  The  trenches  can  then be covered with
uncontaminated soil by  backfilling.  The  problems associated with this
technique are  similar to the problems  with windrows or mounds except the
contaminated  soil will net  be  as susceptible  to the wind and rain erosion.


      C.   Restriction of Land  Use

          Restriction of the contaminated land can often be accomplished
by- placing a. chain  link fence (with  or without  barbed wire at the  top) ,
signs  to warn people,  and  a temporary guard  service (if the  area is
reasonably sized).   It  should be  noted that  restriction of land use  is

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                                                                          499
                                   - 7 -
only a temporary solution.  Thus, either additional maintenance costs
or a more permanent clean-up technique may be required in the future.
This technique by itself would not prevent resuspension of the plu-
tonium but would be useful to prevent access by people and animals.
The initial cost of the fence is not prohibitive; however, a 24 hour
per day guard service plus the maintenance of the fencing will be a
continuing expense that can be expensive if maintained for many years.
If fencing is continued for a long period of time, the land is relegated to
a non-productive status.  Fencing may be effective if the activity levels
of the contaminated area are not very high and the land can not be used
for any worthwhile purpose (e.g., remote areas where land is either not
fertile or not easily accessible).  It should be realized that other
decontamination techniques may have to be utilized in the future if
permanent fencing is either not feasible, ineffective, or impractical.
It should also be stressed that there may be an adverse psychological
impact upon the population of scattering fenced areas around the country-
side, perhaps with armed guards.

          Restriction of the use of some types of contaminated land can
 be done by changing the use of the land.  For example,  farm land,
 commercial forests, or any type of land can be bought by the Federal
 Government and relegated to a. non-productive status; national parks
 can be closed; land can be rezoned; and crops can be purchased by the
 Government.  The costs of farmland, tree forests, and crops are dis-
 cussed in Section III-D under Economic Losses.  However,  an exhaustive
 analysis of this technique is not included in this paper.

      D.  Special Techniques

          Several techniques that may not be utilized very often for
 varying reasons are discussed in Appendix B, Part 1.  They are
 stabilization by application of asphalt or sewage sludge, decontaminating
 snow covered areas, flooding as a soil removal technique, and taking other
 preventive type measures.

      E.  Procedures for a. Project

          The seven procedures (Indicated in the first paragraph of Section
 I'll are discussed in detail in Appendix A, Part 1.  Table 1 presents the
 relationship of these seven procedures Cfirst column) to  stabilization
 (decontamination techniques I)  and removal (decontamination techniques II
 and III£.  The stabilization techniques that are indicated in Table  1 are

-------
                                                                       500
                                  -8-
plowing, application of chemical or vegetative stabilizer,  and application
of a soil cover of two different depths.   The only procedures  that are
utilized for stabilization techniques are radiological surveillance,
stabilization, vegetative removal (where  appropriate), fencing (optional},
a guard service (optional), and restoration (mainly for erosion control).

         The removal techniques that are  indicated are scraping soil  into
windrows, mounds, or trenches, vacuuming  soil into trenches,  and vacuuming
or scraping soil with offsite disposal at waste burial grounds or the
Federal Repository.  Removal with onsite  disposal of the soil  (decontamina-
tion technique III on Table 1) includes all the procedures.

         Restricted use of the land (not  included in  Table  1)  would involve
radiological surveillance,  stabilization  (optional),  vegetative removal
(where appropriate), fencing,  and a guard service (optional).   A discussion
of restricted use of the land by fencing  is presented in Appendix A,  Section
F, Part 1.

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                                                                         501
                                  -9-
III. Costs

         The costs presented throughout this report,  unless indicated
otherwise, are normalized to 1974 costs.12,13  j^e regionai variances
of labor and material costs for construction jobs in  large cities in
the United States are presented in Table 3.   The average costs,  and
their ranges, presented for the various techniques and procedures
should be considered as general guides since the costs for a specific
project are dependent on a variety of parameters such as weather con-
ditions, terrain, soil conditions, accessibility of the site,  age of
the Pu, moisture in the area,  type of vegetation, use of the land,
and many other parameters.  Because the cost ranges are often very
large, average costs may not be very useful  for a particular project.
Also for unusual projects the costs may even be outside the cost
ranges presented.

     A.  Removal, Stabilization, and Restriction of Land Use

         The average costs, and the range of costs, for the removal
and stabilization techniques presented in Table 1 are presented  in
Table 2.  The bases for these costs for each technique, and the  pro-
cedures listed under each technique, are presented in Appendix A,
Part 2.  The sections in Appendix A, Part 2, are designated in the
same manner as the sections in Table 2.  The costs for restricting
the use of land include radiological surveillance costs (See Appendix
A, Part 1, Section A), stabilization (optional  costs  not included in
this evaluation), and ultimate disposal costs being fencing and.a
guard service (optional costs not included in this evaluation).

         On particular projects, the radiological surveillance costs
will vary depending on the time required to  complete  a decontamination
project and the activity levels of the contaminated land.   The stabil-
ization techniques and stabilizers are dependent primarily on the ex-
tent of plutonium resuspension, availability of stabilizers, and the
type of soils.  Vegetation removal techniques,  or course,  are primarily
dependent on the type and extent of vegetative  growth, the activity
levels on the vegetation, and the clean-up techniques to be employed.
The requirements to package, transport, and  dispose of the soil  at a
waste burial ground or Federal Repository are dependent on the activity
levels of the contaminated soil that will be removed  from the site for
offsite disposal.  The primary parameters that  affect restoration
techniques are the aridity of the area and the  type of vegetation that
will be effective to prevent erosion and also adequately revegetate
the land.  Soil  removal costs are dependent  on  a number of factors,
such as land terrain, soil moisture and characteristics, site access-
ibility, removal equipment availability, weather conditions, depth and
distribution of plutonium in the soil, activity levels, equipment op-
erating efficiency, operator techniques, distribution and size of rocks.

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                                                                       502

                                  -10-


It appears that the soil type (e.g.,  sandy,  clayey,  tilled land,  etc.)
determines the selection of the soil  removal technique,  and the
resultant soil removal costs, more than any  parameter,  except plutonium
activity levels.  The low end of the  cost-range for  removal would apply
to sandy type soils and the high end  of the  range would  apply to  hard,
clayey soils.

         The total average costs and  their ranges for the techniques
previously mentioned are presented in Table  4.   Except  for the costs
for restricting the use of the land,  the costs presented are ex-
tracted from the TOTAL PROJECT COSTS  presented at the bottom of Table 2.
For restricting the use of the land,  the costs are two  fold - the
surveillance costs extracted from procedure  or step  2 of Table 2
(average $600/acre and range $250 - $1100/acre) and  the  fencing costs
extracted from Appendix A, Part 1, Section F (average costs $500/acre
for a 100 acre site and range $100 -  $2000/acre for  the  low range of
a 1000 acre site to the high range of a 10 acre site).

         In summary, the average costs of each technique are:

         1.  Restriction of land use                  $1100/acre*
         2.  Stabilization (Techniques 1 and 2
             of Table 2)                             $2400/acre*
         3.  Removal with onsite retention
              (Techniques 4A, 4B, 4C,  and 5
             of Table 2)                             $4800/acre
         4.  Removal with offsite disposal or
             storage

              (a)  Waste burial ground                $145,OOO/acre
              (b)  Federal repository                 $515,OOO/acre

     B.  Special Techniques

         The special techniques considered are application of asphalt
or sewage sludge as a stabilizer, decontamination of snow covered land,
flooding as a  soil removal technique, and removing soil  under a protec-
tive air shelter.  A discussion of the costs of these techniques is
presented in Appendix B, Part 2.  Also, a discussion of costs is pre-
sented for a 24-hour guard service (Appendix A, Part 1,  Section F),
disposal of solid waste in the ocean (Appendix A, Part 1, Section F),
and application of polyurethane foam as a soil removal technique
 (Appendix A, Part 1, Section B).
 * These costs do not include on-going maintenance costs.  A discussion
  of these costs is presented in other sections of this report.

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                                                                         503
                                  -ii-
     C.  Plutonium Clean-up Experience

         The available cost data for actual plutonium decontamination
projects are presented as total project costs except for the proposed
Enewetak Islands project which ran to $70,000/acre.*  The costs for
four of the projects ranged between $9,000 to $83,000 per acre for a
wide variety of projects, while three of the four projects ranged be-
tween $9,000 to $26,000 per acre.  The Niagra Falls clean-up was not
plutonium related.  The fourth project, the decontamination at Palomares,
Spain, included many extra costs and high transportation costs that
probably would not be included if similar decontamination were performed
in the United States.  The fifth project (at Rocky Flats) involved man-
ual removal of soil under a small portable metal enclosure; thus, the
project was time consuming and costly.  However, costs were not avail-
able for this project.

         The costs for the four projects are presented in Table 5.
They have not been normalized to any particular year, but they are still
an adequate presentation of general cost ranges for decontamination pro-
jects.  It should be realized that each of these situations was unique,
hardly representative of average land clean-up conditions and should not
be used as a basis for deriving average cost estimates.

     D.  Economic Losses Resulting from Pu Decontamination Projects

         The loss of crops or use of the land as a result of a decontam-
ination project should also be considered in an economic analysis of Pu
clean-up efforts.  Tables 7 and  8 present the potential economic losses
for farm crops during 1973 and for forest trees in the national forests
during 1974.  The market value of farmland in the United States for 1974
averages about $310 per acre with a range of $65 - $2100 per acre as an
average value by state (48 states).    in summary, the average losses
would  be about:
         crops                   $170/acre/year
         forests (commercial)     $2650/acre/year
         farmland                $310/acre
* See the references  for details  of the costs.   The  costs  for Enewetak
  are estimates  since this  is a future  project.   Costs  are per cubic
  yard (c.y.), assumed 538  c.y./acre of soil  removed (4 inch  depth).
  The actual  costs  are estimated  to be  about  $70,000 per acre for a 4
  inch soil removal.   A 4 inch removal  is  assumed throughout  this report
  for consistency.   If a different  soil depth is chosen, the  cost can be
  estimated directly.   The  Army Corps of Engineers indicated  that these
  costs  are about a factor  of 2.8 higher than the costs for decontaminating
  the same land  in  the United States.                                      °

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                                                                        504

                                  -12-
                APPENDIX A.   Bases for Costs  in Table  2

              PART 1.   General Information:   Section A-H*
Section A.   Radiological Support**

         The radiological surveillance costs  are based  on the assumptions
that a surveillance team consists of one  health physicist (GS-13),  five
monitors (technicians GS-7),  and one electronics maintenance man.     One
team can adequately utilize five alpha survey instruments and five  FIDLERS
(Field Instrument for the Detection of Low Energy Radiation) during a
project.  A work week consists of 12 hours/day, 7 days/week.  The  team
would be at the project a short time prior to decontamination procedures,
the entire time during the decontamination, and a short time after  the
decontamination is completed.  The costs  of a survey team also include
the travel and per diem expenses and laboratory costs for analyzing samples.
The following indicates each of these costs for a 100-acre plot:

         One Health Physicist @ 84 hours/week $868/week
         Five Technicians @ 84 hours/week $536/week (each man)
         One Electronics Maintenance Man  @ $10/hour @ 84 hours/week $1060/week
         Per Diem for Seven workers @ $25/day/worker, $l,225/week
         Five FIDLERS @ $3,000 each, ten-year lifetime  $l,500/year
         Five Alpha survey instruments §  $1,200 each for 10 years  $600/year
         Travel, one way .15/mile
         Laboratory analysis, $100/sample @ 1 sample/acre (radiochemistry
           analysis in field)
         For a 1,000 mile trip, the costs per acre per week are calculated
           to be $37/week/acre plus $300  travel for the project plus $100/
           acre for sample analyses.
*  Appendix A, Part 1, discusses the general procedures and costs for the
   seven general techniques that are applicable to any decontamination
   project.  The techniques referred to in Part 1 are presented in Tables
   1 and 2.

** Radiological support costs were based on the assumption that the survey
   team consisted of individuals and equipment from EPA's ORP Las Vegas
   Facility.  If the iiuvey team does not come from EPA, then the costs
   could be quite dif^^rent from those presented.

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                                                                         505
                                  -13-
         It is estimated that projects ranging from one month to six
months will cost:  $250 - $1100/acre with an average of $500/acre for
a three month project.   These costs are indicated in Section A.I through
A.6B of Table 2, since  radiological surveillance is common to all plu-
tonium decontamination  projects of the same time period.

Section B.   Stabilization
         In most cases, experience with stabilization of contaminated
land areas has been confined to "test" sites and small research areas.
As a result, many of the stabilization techniques that have been con-
sidered are experimental.  The success of specific stabilizers may well
vary where the concentration and source of contamination vary, or where
the land surface or climatic characteristics are dissimilar.   In addition,
since the same techniques have not been tested on all surfaces, it is
difficult to accurately assess the advantages or disadvantages of any
particular method since general applicability has yet to be established.
It is possible that alternative methods or types of stabilization would
prove to be more successful for decontamination purposes.

         The experimental nature of previous decontamination situations
also offers another important point for consideration.  In most of the
experiments, the goal was to determine the effectiveness or benefit of
a particular technique or stabilizer — and not to determine costs.  As
a result, in almost all cases, no records of cost had been maintained.
Inability to acquire accurate cost figures based on actual decontamination
experience necessitated development of cost figures based largely on as-
sumptions.  Thus, it was not possible to verify these cost estimates or
the basic assumptions through comparison with empirical experience.

         The types of stabilization methods experimented wit-h thus far
fall into five categories.  These categories and their costs  are pre-
sented in Table 6.  The first type of stabilizer is only temporary, e.g.,
application of water.  It is likely that water would be used following
a contamination incident to minimize the resuspension of plutonium par-
ticles until the seriousness of the event could be thoroughly evaluated
and a clean-up plan initiated.  In situations where expediency is advan-
tageous in reducing potential exposures, water offers the desirable
characteristics of being readily accessible in most areas and thus en-
abling timely action to be taken.  At the same time, it does  not represent
any irreversible commitments as far as other clean-up operations are con-
cerned.  Water can be applied to any type of soil with a similar degree of
success in preventing resuspension.  The cost to apply water for a 0.3
inch depth4 will run about $220 per acre.16'42

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                                                                       506
                                  -14-
         There are several ways water can be used and the amount of
water required depends on the effect desired.  Distributing a fine
mist into the air several feet above the contaminated surface until
the surface is wet to about a depth of three tenths of an inch has
proven to be effective in holding down dust for an hour.   (This
effective time will vary locally in response to differing climatic
conditions and evaporation rates).   The efficiency for preventing
resuspension is about 50%, ranging from 20-90%.^il?  Direct wetting
by hose also has a similar effective life, though the pressure of
the water in this case causes a mixing in the upper centimeter of
soil and thus would cause a somewhat more effective fixation of the
contamination.^  The obvious problem here is that unless other
measures are taken almost immediately, it becomes necessary to rewet
the contaminated area hourly or risk resuspension of plutonium activ-
ity.

         Water can also be used to flood a contaminated area.  At
least one inch of water may be applied (with care taken to divert
any runoff) to enhance natural weathering and leach the contaminant
into the soil, thus reducing the amount of contaminant available for
resuspension by almost 85%. >^  This use, while still only "temporary"
does not require the frequent reapplication of the wetting methods and
still is fairly inexpensive.  It would be possible to effectively apply
the water spray to almost any unvegetated surface without being re-
stricted by the local terrain.  Flooding on the other hand would be
more limited by the terrain since an essentially flat surface would be
necessary in order .to maintain standing water on the contaminated area.
It might even be necessary to construct low dikes around the perimeter
of the area to help contain the water.

         There are several problems created for later clean-up efforts
when water is applied in the initial stages of decontamination.  For
example, when the polyurethane foam is applied to a water saturated
surface, a component in the foam reacts with the water and tends to
form a void between the foam and the surface of the soil.   A contam-
inated surface treated in this manner would not be stabilized securely;
thus, pick-up of the contaminated soil by the foam would be erratic.
This situation could be modified by allowing the soil to dry to a just-
damp state before application of the foam.

         The amount of moisture left in the soil would also impact on
the success of several of the other stabilizers, although not as sig-
nificantly.  Since most of the chemical stabilizers are mixed with
water when they are applied, a limited amount of excess moisture in
the soil can be compensated for by increasing the concentration of the
chemicals during application.*°  An increase in concentration is not
effective, however, on saturated soils.

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                                  -15-
         Both the asphalt-like surfaces and soil can be applied over
moist earth.  In these cases, heavy machinery is involved in applying
the surfaces and such machinery does not maneuver well in mud.  Again
it would be necessary to allow the soil to dry out somewhat before
continuing with decontamination.

         Flooding could complicate removal procedures (though not
seriously) if the flooding were repeated over an extended period of
time.  Each subsequent flooding would leach the contaminant deeper
into the soil, possibly dispersing it deep enough to necessitate ad-
ditional passes of the removal equipment.  Neither this problem of
leaching nor the problem of poor adherence due to high moisture content
are insurmountable.

         A second type of stabilization that has been experimented with
seals the contaminant more permanently by covering the surface with a
layer of an impermeable substance, such as fast-cure road oil, or as-
phalt emulsion.  In 'both cases, there is only limited information
available on their use as stabilizers.^  Both substances are reasonably
easy to acquire and both can be applied with conventional road-oil or
asphalt spray trucks.

         At the Nevada Test Site, road oil was applied to soil to a
thickness of from one-half inch to two inches.  The oil  formed a crust
which maintained its integrity (while exposed to desert  weathering) for
almost 5 years and would have required an additional thin coating after
that time for maintenance.^  The tests proved this technique as some-
what successful in a desert climate but there are two major drawbacks
with the use of rapid cure oil:  its surface remains tacky for quite
some time after curing, and depending on the locale, it  may be stocked
on a seasonal basis only, thus, it may not be readily available at all
times.

         The fact that the surface remains tacky could cause problems
for animals particularly if they were to wander inadvertently into the
area.  Although experience has indicated that animals tend to avoid
such surfaces, additional research should be conducted to see just what
effect an application of road oil would have on localized animal life.
The total cost of the road oil and its application would be about $660
per acre.^
                                                                         507

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                                                                       508
                                  -16-


         There is even less information available on the use of asphalt,
but its use has been considered as a means of containing plutonium on a
temporary basis until contamination can be removed, or on a permanent
basis (up to 10 years).20  (This is discussed in the section on Removal).
In the first case, about 1/16-inch of asphaltic emulsion could be spread
at a cost of about $1,100 per acre.21  This treatment locks on the sur-
face and makes removal of the contaminated soil more efficient.  In the
second case, the asphalt surface would be expected to have a longer life
and would be at least 1/2-inch thick.  At one dollar per square yard20
for material and application costs, it would cost about $4,800 per acre
to pour the asphalt.  In order to weatherproof the .surface, a sealer
would have to be applied at a cost of $0.05 per square yard22 bringing
the total cost to about $5,100 per acre.

         Any area stabilized with asphalt would also require that
adequate drainage be provided.  Since the finished surface is impenetrable
to water, any rain would tend to accumulate in low spots and then wash
over the surface in sheets.  Gathering volume and momentum at the edge
of the asphalt, the flow could erode peripheral soil and undercut the pre-
pared surface, threatening its integrity.  Prepared drainage would mini-
mize this concern and also allow for control and possible diversion of
run-off in the event that it became contaminated.  The asphalt surface
would also be subject to the "road edge effect."  As the-surface would
cr.ack with time, moisture would collect in the cracks where plants could
germinate and grow.  With the maximization of plant growth, the surface
would be further destroyed, threatening the possibility of recontamination.

         The road oil and the asphalt could be applied over small amounts
of certain vegetation and both prevent resuspension of plutonium over
fairly long periods of time.  However, they are unsightly, and the areas
stabilized in such a manner will require constant surveillance since the
plutonium would be fixed underneath.  Also, the surfaces covered would
remain useless while stabilized — unattractive to both plant and animal
life.

         The third type of stabilizers are those loosely described by
the term "chemical binders."  (Most of the tests that have been conducted
with such substances were conducted with specific brand name binders and
although these brand names are merely representative of the field, it
simplifies the following discussion by utilizing the brand names).

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                                                                        509
                                  -17-
         Chemical binders are typically substances that were developed
commercially to be applied, along with seed and mulching material, on
bare soil or slopes to bind the surface and assist in erosion control.
They are diluted with water to the appropriate strength and applied in
a spray form by means of a hydroseeder or a tank truck equipped with a
spray bar.23  In their normal use, they would secure the soil surface
and the seed in place until the seeds can germinate and provide the
vegetative cover to prevent erosion by wind or water.  The use of such
chemicals has become increasingly popular with construction companies;
thus, they are not difficult to procure.  The time period after an ac-
cident that these chemicals could be procurred is highly dependent on
the area of the country (remoteness, proximity to a company's distrib-
ution network, etc.); however, they should be available at the site in
no more than a few days.

         Because of the stabilization properties of these binders, they
have been considered for use in preventing resuspension of plutonium.
The chemicals can be applied without seed or mulching materials and at
different strengths to produce surfaces whose integrity vary with time.
The less concentrated application could be ideal for temporarily pre-
venting resuspension, while a stronger concentration may provide ade-
equate protection for up to five years.

         The following are binders which have been tested successfully
as stabilizers for land contaminated by radionuclides other than plutonium.

         (1) Geo-tech:  A. clear non-toxic resin which when applied
penetrates about 1/4-inch into the soil.  It binds the soil against
degradation by wind and water yet also allows moisture to pass through.
It will maintain its integrity even after exposure to foot traffic,
but begins to deteriorate after about one year if exposed to the sun.
No tests have been conducted beyond that length of time but some sources
feel it would only be necessary to reapply the binder every 5-10 years
to prevent resuspension of plutonium since this product is very effective
in controlling dust.  The cost for materials and application of this
stabilization material would run about $520 per acre.4>24

         (2) Norlig and DCA-70 were experimentally selected over similar
products to stabilize the Tuba City mine tailings.  They penetrated 3/4-
inch and 2 inches respectively and became water insoluble after emplacement,
No time period was available for the integrity of these crusts (the initial
work was completed in 1969).  The costs of these applications per acre are
about $240 and $440 respectively.25

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                                                                       510
                                  -18-
         Other "binders" that could possibly provide useful stabilization
in plutonium decontamination efforts include:

         (1) Dust Control Oil:   Sales representatives tout a 90-95%
minimum efficiency of this product in reducing dust and preventing resus-
pension of a contaminant.-1  Several references indicate the range to be
70-90% with an average of about 85%.4>17  It does not form a hard surface,
and it can be plowed and revegetated after 3 or 4 years.  Depending upon
the strength of the solution applied, dust control oil can cost between
$360 and $730 per acre to apply.21

         (2) Petroset:  A petroleum resin in a rubber base which penetrates
to a depth of 1/2-inch and will bind the soil for at least 9 months.  Like
the Geo-tech, it allows moisture to penetrate and can be applied to either
encourage or discourage revegetative growth.  Cost for application to an
acre is about $1,200.I6

         (3) Polyvinyl Acetate:  Sprayed with conventional equipment, it
penetrates 1/4-inch into the soil surface.  This treatment protects the
surface from wind and water erosion and will last a year with some minor
deterioration from sunlight.1&  Depending on the concentration of the
material that is applied, costs vary from $200 - $700 per acre.26

         These chemical binders only represent a sample of many specific
brands and types commercially available.  It appears that there are many
such chemicals which have properties applicable to the plutonium clean-
up problem - but further laboratory studies need to be conducted in order
to determine which would be most effective for this application.

         The fourth type of stabilizer is unique in that it was tested as
a stabilizer but was also found to provide excellent scavenging character-
istics for contaminated soil.  The stabilizer used was polyurethane foam
applied to test plots at Rocky Flats at a thickness of about 2 inches.
The foam encapsulated the rocks and debris on the surface and when removed,
85% of the contaminated soil was also removed.2

         The foam is a special case — it adheres to a variety to sub-
strates; it can be used readily in a wide range of weather and topographic
conditions; it resists environmental decay for periods up to 2 years,2^
and it can pick up stones up to three inches in diameter.  Polyurethane
is used as insulation in houses and other buildings so it is available,
though perhaps in limited quantities, in most areas of the country.

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                                                                         511
                                  -19-
Perhaps the major drawback about the foam is that its costs are much
higher than some of the other stabilizers.  Of course, it was not
intended to be used as a stabilizer as the others are, but a price
quoted from a local polyurethane dealer puts the cost of the required
2-inch thick covering of polyurethane at 65$ a square foot or approx-
imately $28,000 per acre."  This cost is prohibitive over areas as
large as an acre -- and estimates run that it would take 2 men at
least seven and perhaps as long as 12 days to apply it to a one-acre
land area.

         A fifth type of stabilization involves the use of soil and/or
vegetative covering.  This method would leave the contaminated area in
a generally more attractive and usable condition than any of the others,
and it would also serve as a restoration process.  However, covering
an area with soil does not guarantee vegetative cover, especially in
arid regions.  Generally, a soil cover of at least 4 inches would be
applied over the contaminated surface.  This would limit resuspension
and would also provide a surface which could be readily revegetated, as
desired, once amendments (like lime) were applied.  (Some amendments
appear to be capable of minimizing the uptake of plutonium by plants).^
In most areas, the revegetation process could be enhanced by the controlled
application of water to encourage plant growth.  Surface occupancy
would be allowed only if continuing surveillance determined that the
underlying contamination was not brought to the surface by man-made or
natural disturbances.

         The cost of soil cover is rather high, with loam running between
$1,500 and $3,300 per acre for a layer 4 inches in thickness, and topsoil
running from $3,300 to $5,700 oer acre for the same depth.28>29  Increas-
ing the thickness of the layer increases protection and reduces the risk
of resuspension, but is also proportionately more expensive.

         In most cases some type of stabilizer will probably be applied
to a land surface after a plutonium-contaminating incident requiring
remedial actions.  The "fixing" qualities of stabilizers allow the nec-
essary control over resuspension of the plutonium and provides time to
determine an appropriate clean-up plan.  The stabilizer selected will be
determined by the nature of the incident and the specific decontaminatinn
benefits desired.

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                                                                       512
Section C.   Removal
         Costs were estimated for two types of removal:  (1) vegetation
or crop removal and (2) soil removal.  For all the techniques analyzed,
vegetation removal would be optional depending on the type of area de-
contaminated, type of vegetative growth, concentration of contamination,
and extent of clean-up required.  The plutonium removal efficiencies
vary considerably from 70% for raking mulch to about 30% for mowing or
harvesting.^  Vegetation removal costs were calculated for three general
categories:   (1) clearing and grubbing non-wooded areas, (2) clearing
and grubbing slightly wooded areas, and (3) removing trees.   Note that
clearing and grubbing for non-wooded areas includes mowing grasses, raking
mulch, flailing crops, harvesting crops, or using a combine.  The costs
for these methods are generally at the low range of the costs that are
presented in Table 2.  The costs include overhead and profit of about 25%
and hauling the debris offsite at about a 20-30% incremental cost.  There
are no costs included for either incinerating the trees or for special
packaging of the vegetation or trees which are to be taken to a solid
waste burial ground or Federal respository.  There has been no experience
with such contamination to indicate what type of disposal would be appro-
priate.  If the trees are to be incinerated, it will be necessary to use
special particulate filters to prevent resuspension of plutonium.  No data
was available on this procedure.  These costs, on a per cubic yard basis,
are expected to be comparable to costs for packaging and transporting
contaminated soil.  The costs for each type of vegetation removal are
assumed to be:

         Technique                     Costs           References

clearing and grubbing non-wooded    $  500/acre      30, 31, 32, 33, 34
  areas
clearing and grubbing slightly      $l,250/acre      32, 33
  wooded areas
removing trees                      $2,000/acre      33, 35, 36

         The ranges of data are large, as shown in Table 2;  however, the
assumed costs are reasonable to categorize the costs since many factors
contribute to the costs of a specific project.  Some of these factors are
type of undergrowth, size of trees and thickness of forrested area, terrain,
capability of using large machinery, contamination levels of land and
vegetation, and ultimate disposal of vegetation.

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                                                                         513
                                  -21-
         Soil removal may be accomplished by using scrapers (towed
types, bulldozers, carryall scrapers, self-loading grader, etc.),
industrial sized vacuum cleaners (on plowed land or sandy soil),
and polyurethane foam.  Scraping involves either (1) scraping the
soil into windrows or mounds, (2) scraping the land and carrying
or pushing the soil to trenches for burial, or (3) scraping the
land and picking the soil up for packaging and offsite disposal.
Industrial vacuum cleaners can be used in conjunction with HEPA
filters to remove the soil after it has been plowed or scraped
into windrows or mounds and have it either transported to a trench
for disposal or to be packaged for offsite disposal.  The removal
efficiencies for scraping range between 60-100% with about a 90%
average.  Scraping in combination with plowing and/or backfilling
have combined Pu removal efficiencies of about 98%.33,37
Polyurethane foam may be applied to some types of soil as a sta-
bilizer (as discussed previously).   The soil particles are bound
to the foam and the foam can then be removed by a front end loader,
incinerated in a special Pu incinerator, and the contaminated ashes
packaged for offsite disposal.

         The ranges of costs for scraping land can be below $100/acre
to as high as several thousand dollars per acre depending on many
environmental factors including moisture of the soil, weather, temp-
erature, terrain, type of equipment, availability of equipment,
access to the land, type of soil, contamination levels, number of
scraping passes necessary to remove contamination, number of rocks on
the land, etc.  The assumed costs are given for calculational  purposes
only but the general costs presented should be adequate to compare the
different techniques.  The costs for just scraping 4 inches of soil  are
around $200 - $600/acre,3>4>16>33>34>37-40 while the costs for scraping,
digging, and backfilling a trench are about $1,700/acre.32~j5'41'42
Using an industrial vacuum cleaner to remove soil followed by disposal
in a trench costs around $2,450/acre.2>32~35>41>42  Scraping plus
packaging the soil in containers as a preparation for transportation
and disposal offsite averages around $800 - $l,000/acre, with the over-
all range of costs of about $450 - $2,800/acre.1>3>4>16,33-35,37-42
Application and removal of polyurethane foam costs about $28,000/acre.

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                                                                       514
                                  -22-
Section D.   Packaging

         The plutonium contaminated soil that must be transported to a
waste burial ground or the Federal repository for ultimate disposal
must be packaged in lined containers (usually 55-gallon drums), loaded
and transported by rail and/or truck to a licensed burial ground.  The
major items that enter into the overall packaging costs include the
cost of drums, freight charges, return of the trucks (or rail car) to
the project site, labor for loading and unloading, truck driver costs,
and capitalization.

         The costs for packaging wastes for disposal at waste burial
grounds and the Federal repository ranged between $6.80/cubic foot to
$10.20/cubic foot including transportation costs for" a nominal 1200
mile round trip.43  The costs from reference 45 were for a 600 mile
round trip, but would still be in the same range for a 1200 mile round
trip.  For a nominal removal of 4 inches of soil from an acre of land,
the cost becomes about $100,000 to $150,000 per acre.  For calculation-
al purposes, it is assumed that the packaging costs for waste sent to
a waste burial facility is $100,000/acre and that the packaging costs
for waste sent to the Federal repository is $150,000/acrfe.  For trans-
portation distances significantly larger than about 1,200 miles round
trip, the added costs are presented in Apeendix A, Part 1, Section E,
under Transportation.

Section E.   Transportation

         Transportation includes two types of mobilization:   (1) moving
soil by a scraper or dump truck several thousand feet to form mounds of
soil or to a trench for burial and  (2) transportation of containerized
wastes to the licensed waste burial grounds or the Federal repository.

          Q) Moving soil by a scraper - Building mounds or transporting
soil to trenches requires more time and effort than scraping the soil
into windrows.  For estimating the costs of a job requiring a haul,
the costs discussed under Removal, Section C of Appendix A, Part 1,
include the costs for a 1,000-foot haul.32"34  The costs for longer
hauls were extracted from this removal data for distances of 300 feet
to 5,000 feet.  The range of data is greater than an order of magnitude,
mainly because it appears that the type of scraper and the actual haul
distance are very critical.   (Large scrapers add smaller costs for
longer hauls and extra costs for the last few 1,000 feet is less than
the first few thousand feet).  All the costs per acre were estimated
assuming a removal of 4 inches of soil, or 538 cubic yards, per acre,
The range of costs for a 1,000 foot haul are $80-$S80/acre with an
average of about $300/acre.

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                                                                        515
                                  -23-
         (2) Transportation of containerized wastes - The costs for
packaging (Section D of Appendix A, Part 1) include a nominal trans-
portation distance of 1,200 miles.  The extra transportation costs
would be included only if the distance were greater than 1,200 miles.
The costs range from $0.05/cubic yard/mile to $0.20/cubic yard/mile.32-34
For a removal of 4 inches of soil, or 538 cubic yards, per acre, the
range is about $27/acre/mile to 2108/acre/mile.  The assumed value is
$0.10/cubic yard/mile or about $54/acre/mile.  For each 100 miles, the
extra transportation costs would be $5,400/acre.

Section F.   Ultimate Disposal

         A plutonium contaminated area may be restricted from public
access by placing a fence around the area and establishing a 24-hour
guard service at the area for a short-term  (a few years).  A guard
service, however, is usually not necessary and is not a normal re-
quirement.  Prior to fencing, the contaminated material may have been
stabilized by plowing, covered by vegetation, chemical stabilizer or
soil; or buried in a trench.  Any contaminated activity left onsite
should be periodically monitored with the stipulation that it may be
necessary to secure the contamination in a better fashion at a later
date.

         Contaminated soil that is transported offsite to a waste burial
ground or the Federal Repository must be packaged in containers.  This
waste may be in a retrievable or non-retrievable form at the waste
burial ground and in a retrievable form at the Federal Repository. The techno-
logical bases and the bases for estimating the costs of these techniques
are discussed below.

         (1) Fencing:  The fences considered are 5 feet high, 6 feet high,
and 6 feet high with three strands of barbed wire at the top of a galvan-
ized or aluminum chain link fence.  The costs range from about $4 - $8 per
linear foot for each of the fences.32"34  Assuming the land to be fenced
is a perfect square, the average costs are about $l,500/acre for a 10-acre
plot, about $500/acre for a 100-acre site, and about $150/acre for a 1,000-
acre plot.  The ranges of costs are about $400 - $2,200 per acre for the
10-acre plot, $300 - $700 per acre for a 100-acre plot, and $100 - $225
per acre for a 1,000-acre plot.  If a different geometry for the area is
selected, the costs will range by a factor of 0.89 for a circle to 1.06
for a rectangle with the ratio of the sides of 2:1.

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                                                                      516
                                  -24-
         (2) Guard Service:  A 24-hour guard service requires 5 guards
for full time at approximately $3.00 - $5.00/hour.45  At these assumed
costs, the annual costs will range from about $30,000 to about $57,000
per year depending on the area of the country.   For a specific case in
Nevada, the annual costs for a contracted guard service is higher at
$100,000 for 3.8 man years per year.5^  Costs for guard service in
areas that are not as remote as the case in Nevada will not be as high.
If more than a single guard is required to be on duty (possibly due to
the size of the area), then costs will be proportionately higher.  Also,
guard service cost at a specific site may be higher depending on higher
local wage rates, overtime rates, specialized vehicles, and personnel
that may be necessary, and other specialized restrictions.

         (3) Waste Burial Grounds:•*! »52  Solid radioactive waste with
concentrations less than a Pu concentration of 10 nCi/gram are current-
ly being buried at State burial grounds, such as the State-licensed
ones in South Carolina, Nevada, Washington, Kentucky, New York, and
Illinois.  The one time charge for storing non-retrievable containerized
wastes at these burial grounds range from about $0.50 - $2.00/cubic feet
with an average of about $1.35/cubic foot.46-50  The one-time charges
for retrievable wastes are est5.mated to be $3 - $5/cubic foot at these
burial grounds, with an assumed value of $4/cubic feet.44

         (4) Federal Repository:51'5   Higher level (>_ lOnCi/gram) solid
waste may be shipped to the Federal Repository, which is in the develop-
ment stage.  The outcome of this concept is dependent on rulemaking
actions by the Nuclear Regulatory Commission.  The Energy Research and
Development Administration indicated the projected one-time charges to
range from $20 - $30/cubic foot with an assumed value of about $25/cubic
foot.47

         The one-time charges for burial at the waste burial grounds and
acceptance at the Federal Repository include land costs, handling, re-
packaging, if necessary  (for retrievable wastes), monitoring, inspection,
and perpetual care.  It is not known at this time if the charges indi-
cated are adequate to defer all of the perpetual care costs of long-term
burial of plutonium contaminated soils.  The charges are either current
charges or the best estimate of the costs.

         The costs per cubic foot for storage is converted to costs per
acre by assuming that 4 inches of soil are removed on each acre of land,
or 538 cubic yards of soil are removed per acre.

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                                         $/ft3          $/ft3      $/Acre
Type of Waste Burial     Activity Level  Range          Average    Assumed

Waste Burial Ground       <10nCi/gram    $ 0.50-$2      $ 1.35     $ 20,000
 non-retrievable
Waste Burial Ground       !OnCi/gram    $20-$30        $25.00     $360,000
 retrievable

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                                                                      518
                                  -26-
Section G.   Restoration
         A necessary consideration in any discussion of the costs of a
plutonium clean-up are the costs to restore the land after decontamina-
tion.  These costs will vary, as do the costs discussed in other sections,
with terrain, climate, soil type, the degree of contamination and most
importantly with the desired end use of the land affected by the contam-
ination.  However, generally these costs would be comparable to the costs
developed for recovery of coal strip-mined areas.  Prior to restoration
experts in this area should be consulted to determine the type and ex-
tent of restoration to be applied at a specific site.

         Experience with recovery of plutonium-contaminated land has been
limited primarily to "natural" restoration -- where man did not reestab-
lish soil or vegetative cover but left the disturbed land to recover as
best it could.  More recently, the trend is toward restoring disturbed
land to its original condition or to some productive status.

         There are two main goals for any restoration effort on contam-
inated land:  (1) to merely restore the vegetation or ground cover so
that erosion does not occur or (2) to restore the surface so that both
man and animals can have unrestricted access to it.  Again, the factor
determining which goal is selected will vary for every site, and it will
be desirable from a cost standpoint if the goals are established prior
to selection of a clean-up plan so that the decontamination can proceed
with that goal in mind.

         Obviously, the method of decontamination will determine the
extent of the restoration procedures required.  In those cases where
the soil has been removed, it will be necessary to apply a new covering.
The cost of a 4-inch soil covering, including delivery and distribution,
will run between $1,500 - $3,000 an acre for loam, averaging $2,400 per
acre, and $3,300 - $5,700 -for topsoil, averaging $4,500 per acre.4>2°>29> 31-34
These figures compare favorably with the cost of distributing an equal
amount of soil at normalized costs at Enewetak -- $2,530 per acre.30

         Following a logical sequence, the land could be treated to
encourage revegetation.  Lime and fertilizer could be added, at a cost
of $20 - $480 per acre (averaging $150 per acre),31>32-34  -^e i^nd could
then be seeded for $190 - $220 per acre (average $200 per acre).31,32
In some cases, one of the chemical binders discussed in the section on
Stabilization could be dispersed together with seed  (at an additional
cost of about $600 per acre) to hold them in place and protect the soil
until a ground cover is established. 6

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                                   -27-
         Depending on the site, optional treatments might be selected.
Mulch may be applied with the seed and binder (at a cost of from $35 -
$190 per acre) to further protect the soil from erosion.31,32,34,58
Grasses or legumes could be planted instead of the seeds for $20 -
$220 per acre (averaging $100/acre).31>38  Seedlings could be planted
for $40 - $120 per acre (averaging $60 per acre).3°  Shrubs could also
be substituted at a minimum installed cost of about $8.60 per shrub.
Depending on the shrub density desired, costs would likely run from
$860 per acre to $1,720 per acre.34

         These costs and treatments apply under what might be called
normal circumstances.  A very special case for restoration would be
desert conditions like those found at the Nevada Test Site.  The
sparseness of soil, vegetative cover, and water severely complicate
the task of restoring a decontaminated area.  Cost figures have not
been computed for such an effort; but, research has been conducted
to determine the most successful methods for restoring desert surfaces.
Generally, the researchers concluded that due to the problems involved
in such restoration, decontamination efforts which involve removal of
soil or vegetation in a desert situation should be very carefully
considered.4

         As indicated in the section on Stabilizers, some stabilizing
techniques include steps also considered necessary for restoration.
There would be an obvious benefit from reduction of costs where the
requirements for both can be met in a single operation.

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                                                                    520
                              -28-
          APPENDIX A.  Bases for Costs in Table 2

        Part 2.   Discussion of Specific Techniques*


I.  Stabilization Only

    1.  Plowing

        A.  Radiological Surveillance - See Section A of Part  1.

        B.  Stabilization - First the area should be stabilized
with a short-term stabilizer to reduce resuspension of plutonium
to a minimum.  The short-term stabilizer is the type used on ground
that has vegetation, i.e., unplowed land or ground that is not bare
soil.  The costs of this type of stabilizer are discussed in Section
B of Part 1.  Then, the land can be plowed by farm machinery to a
12-inch depth or with a large plow pulled by bulldozers or heavy
machinery to turn the top layers of soil under 3 feet of earth.  This
3-foot depth should be sufficient to control uptake of plutonium  by
plants.  Also, the plowing should help dilute the plutonium and remove
plutonium from the surface of the land.  The costs of a 3-foot plowing
are similar to those for plutonium scraping in Appendix A, Part 2,
Section 4A.  A 12-inch plowing cost is in the range of a few tens of
dollar an acre and is, thus, an insignificant cost.

        C.  Removal - Vegetation removal may be necessary prior to
plowing.  The types of removal that may be warranted are discussed  in
Section C of Part 1.  There will be no soil removed from areas to be
plowed.

        D.  Packaging - Not applicable.  (See Section C of Part 1
concerning packaging of vegetation that has been removed from the land.)

        E.  Transportation - Not applicable.

        F.  Ultimate Disposal - Fencing in the plowed area may be
necessary if the area is heavily populated and if the public should
need to be excluded.  The fence should also have the appropriate
radiation warning signs.  The need for fencing would be dependent on
plutonium contamination and the effectiveness of the plowing operation.
*Appendix A, Part 2, discusses costs for the specific techniques
 presented in Tables 1 and 2.

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                                                                       521
                             -29-

Temporary fencing may be necessary for the time period before  the
restoration procedures become effective.  Guard service may also be
necessary if exclusion of the public from the plowed area  is essential.
The costs of fencing and guard service are presented in Section F of
Part 1.

        G.  Restoration - As a minimum, restoration for the plowed
area would include fertilizing,  seeding, and application of a  short-
term stabilizer.  The stabilization costs presented in Table 2 are for
the type of stabilizer that is used primarily for erosion  control on
bare ground as indicated in Table 6.  The stabilizer should be
adequate until vegetative growth becomes effective as a permanent
stabilizer.  The stabilizers are discussed in Section B of Part 1.

            The alternative restoration procedures that may be necessary
or desirable are mulching (instead of stabilization), starting a ground
coyer  (instead of seeding), and placing seedlings or shrubs to aid in
returning the land to its original state or to an acceptable status.
Restoration costs are discussed  in Section G of Part 1.

   2.  Chemical and/or Vegetative Stabilization

        A.  Radiological Surveillance - See Section A of Part 1.

        B.  Stabilization - As a preventive measure, a short-term
stabilizer may be applied before any decision is made concerning the
decontamination techniques to be employed.  There are two  types of
stabilization discussed:  (1) vegetation plus chemicals and (2) Jong-
term (5 to 10 year life, as indicated in Table 6) chemical stabilization.

            (1) Vegetation plus chemicals - A short-term stabilizer
     that is used primarily on bare ground as indicated in Table 6
     is applied to the contaminated area to allow the vegetative
     ground cover to become effective.  The short-term stabilizer
     costs are discussed in Section B of Part 1 and the vegetative
     ground cover costs are discussed in Section G of Part 1.

            (2) Long-term stabilization - Chemical stabilizers that will
     be effective in stabilizing the soil for a 5 to 10 year period
     are applied.  Reapplication may be necessary each 5 to 10 years
     or the soil may be decontaminated in the future using a different
     procedure.  The long-term chemical stabilizer costs and types are
     discussed in Section B of Part 1.

        C.  Removal - Vegetation removal may be necessary prior to
application of the stabilizers.  The types of removal that may be
warranted are discussed in Section C of Part 1.  There will be no
soil removed from the area to be stabilized by application of
vegetation and/or chemicals.

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                                                                    522

                            -30-

        D.  Packaging - Not applicable.  (See Section C of Part 1
concerning packaging of vegetation that has been removed from the
land.)

        E.  Transportation - Not applicable.

        F.  Ultimate Disposal - Permanent fencing for the stabilized
area would generally be more appropriate for this decontamination
procedure than for any of the other procedures or techniques.  A
discussion of fencing and guard service is presented in Section l.F
of Part 2 and Section F of Part 1.

        G.  Restoration - Not applicable.

    3A. Soil Cover as a Stabilizer - 4 inches of soil.

        A.  Radiological Surveillance - See Section A of Part 1.

        B.  Stabilization - The area to be covered with soil should
be stabilized with the short-term stabilizer as indicated in Table 6
that is used on land with vegetation.  This reduces resuspension
prior to  and during application of the soil.  There are two choices
of soil - loam and topsoil, with loam usually being adequate for
most decontamination purposes.  The costs of soil application are
directly  proportional to the soil depth.  Some types of land may
not be appropriate for placing a soil cover depending on soil, type,
terrain,  moisture in the soil, etc.  The costs of the soil, its
application, spreading, etc., are presented in Section B of Part 1.
If this type of stabilization is not effective, other methods may have
to be utilized at a future date.

        C.  Removal - Vegetation removal may be necessary prior to
application of the soil.  The types of removal that may be warranted
are discussed in Section C of Paft 1.  There will be no soil removed
from areas to be stabilized by application of soil.

        D.  Packaging - Not applicable.  (See Section C of Part 1
concerning packaging of vegetation that has been removed from the
land.)

        E.  Transportation - Not applicable.

        F.  Ultimate Disposal - A discussion of fencing and guard
service is presented in Section l.F of Part 2 and Section F of
Part 1.   Permanent fencing and guard service is probably not appro-
priate but temporary fencing may be used until restoration procedures
become effective.

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                                                                      523
                             -31-

         G.   Restoration - The  restoration procedures appropriate for
 a 4-inch soil  cover are identical  to those discussed in Section l.G
 of Part 2.   Restoration costs  are  discussed in Section G of Part 1.

     3B.  Soil  Cover as a Stabilizer - 12  inches of soil.

         A.   Radiological Surveillance - See Section A of Part  1.

         B.   Stabilization - The procedures are the same as  those
 presented in Section 3A.B. in  Part 2 except 12 inches of loam  are
 spread or 8 inches of loam with 4  inches  of topsoil are spread.   The
 extra depth of soil (8 inches  extra) would be for added stabilization
 for reducing resuspension of soil, and to reduce uptake of  plutonium
 by plants,  thus allowing the land  to be used productively.   (The
 choice of 12 inches of soil is primarily  for calculational  purposes.)
 The costs of applying the soil are directly proportional  to the  depth
 of the soil and are discussed  in Section  B of Part 1.   If this  type
 of decontamination is not effective, other methods may have to  be
 used in the future.

         C.   Removal - Vegetation removal  may be necessary prior to
 application of the soil.  The  types of removal that may be  warranted
 are discussed in Section C of Part 1. There will be no soil removed
 from areas to be stabilized by application of soil.

         D.   Packaging - Not applicable.   (See Section C of  Part  1
 concerning packaging of vegetation that has been removed  from  the
 land.)

         E.   Transportation - Not applicable.

         F.   Ultimate Disposal  - The soil  cover, after restoration
 procedures become effective, should be sufficient in itself as
 an ultimate disposal.  Fencing and a guard service should not  be
 necessary since the soil covering  would be about a foot deep;  thus,
 it is unlikely erosion could remove the entire soil covering.

         G.   Restoration - The  procedures  for restoring the  land  should
 be identical to those discussed in Section l.G of Part 2.
II.  Removal with Onsite Disposal

     4A.Scraping into Windrows.

         A.   Radiological Surveillance  -  See  Section A of Part  1.

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                                                                     524
                             -32-

        B.  Stabilization - Prior to soil removal, the land should
be stabilized with a short-term stabilizer (as indicated in
Table 6) to reduce resuspension of plutonium to a minimum.  The cost
of this type of stabilizer is discussed in Section B of Part 1.

        The windrows are stabilized in the same manner as the
land in Section 2.B of Part 2 using long-term chemical stabilizers
or a combination of chemical and vegetative stabilizers.  The long-
term chemical stabilizers may need to be reapplied every 5 to 10
years.  If this technique is evaluated at a future date to be
unacceptable, the windrows may be scraped up and buried onsite or
transported offsite for burial.  The costs of the stabilizers are
discussed in Section B of Part 1.

        C.  Removal - Vegetation removal will probably be necessary
prior to scraping the land into windrows.  The types of removal that
may be warranted are discussed in Section C of Part 1.

        Soil removal will be by a scraper, grader or dozer with an
angled blade to produce windrows that are assumed to be about 18 inches
high, and 3-1/2 feet wide at the base.19  The depth of soil removed
by scraping is assumed to be 4 inches.  The costs will vary considerably
With the type of soil and the terrain.  Soil removal is also discussed
in a little more detail in Section C of Part 1.  The range of costs
range from less than $100 per acre for sandy soils with ideal conditions
to six or seven hundred dollars per acre for clayey hard soils during
adverse conditions.  The average costs from the data available are
calculated to be about 200 dollars per acre except for sand (about 70
dollars per acre).3-4,16,33-35,37-40

        D.  Packaging - Not applicable.  (See Section C of Part 1
concerning packaging of vegetation that has been removed from the land.)

        E.  Transportation - Transportation costs would be incurred
only if the windrows are pushed several thousand feet.  The extra costs
for handling or pushing soil with a scraper are discussed in Section E
of Part 1.

        F.  Ultimate Disposal - A discussion of fencing and guard
service is presented in Section l.F of Part 2 and Section F of Part 1.
Permanent fencing and guard service would probably not be necessary,
especially after restoration procedures become effective.

        G.  Restoration - The windrows are stabilized with chemicals
and/or vegetation and are not usually restored further.  The windrows
will cover approximately 50 percent of the land area.  Thus, the
remaining land area would have to be restored by applying  (1)  a  soil
cover of  loam  Cassume^ to ^e 4 inches) to replace the soil that  was

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                                                                      525
                            -33-

scraped, (2) short-term stabilizer to cover bare ground (as indicated
in Table 6), (3) fertilizer, (4) seeds, and probably (5) lime.  The
restoration costs are based on restoring 50 percent of each acre
since 50 percent of an acre is covered with windrows and will not be
restored.  The stabilizer is discussed in Section B of Part 1, and the
restoration procedures are discussed in Section G of Part 1.

    4B. Scraping into Mounds

        A.  Radiological Surveillance - See Section A of Part 1.

        B.  Stabilization - Stabilization techniques for scraping
the soil into mounds are the same as those discussed for scraping the
soil into windrows in Section 4A.B of Part 2.

        C.  Removal - Vegetation removal will probably be necessary
prior to scraping the land to form mounds.  The types of removal
that may be warranted are discussed in Section C of Part 1.

        Soil removal would be by a scraper, grader, or dozer that can
either push or carry the soil a short distance to make mounds.  It is
assumed that a nominal haul distance is 1,000 feet and the mound size
is 10 feet high with a base of 50 feet by 100 feet.  The mound is
assumed to have sides that slope at a 45 degree angle and a flat
surface at the top that is 80 feet long and 30 feet wide.   (The
shape and dimensions of the mound ware chosen for calculational
purposes to determine the surface area a mound would cover.)  If
4 inches of soil are removed from the land, the mounds would require
only about 5 percent of the surface area per acre.

        The range in costs for scraping and hauling the soil about
1,000 feet to form a mound were calculated to be about $150 to $1,640
per acre.  The average cost is about $600 per acre.3-4,16,33-35,37-40

        D.  Packaging - Not applicable.   (See Section C of Part 1
concerning packaging of vegetation that has been removed from the land.)

        E.  Transportation - The transportation costs indicated would
be incurred if the distance the soil must be hauled to the mounds is
greater than 1,000 feet.  The extra costs for hauling (or possibly
pushing) the soil with a scraper are discussed in Section E of Part 1.

        F.  Ultimate Disposal - The procedures would be similar to
those used in Section 4A.F in Part 2.

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                                                                    526
                             -34-
        G.  Restoration - The restoration costs only apply to the
area of land from which the soil is removed.   This area is
calculated to be 95% of the original area since the mounds cover
about 5% of the land area.  This calculation  is based on the assumption
of the geometry of the mounds as presented in Appendix A, Part 2, Sec-
tion 4B.C.  The techniques and procedures would be identical to those
in Section 4A.G in Part 2 except the costs would be calculated for 95%
of an acre instead of the 50% of an acre for  scraping land into
windrows.  More details on costs are presented in Section G of Part 1.

    4C. Scraping and Hauling Soil into Trenches (includes a 1,000 foot
        transport distance)

        A.  Radiological Surveillance - See Section A of Part 1.

        B.  Stabilization - Prior to soil removal, the land should be
stabilized with a short-term stabilizer (as indicated in Table 6) to
reduce resuspension of plutonium to a minimum.  The cost of this type
of stabilizer is discussed in Section B of Part 1.

        C.  Removal - Vegetation removal will probably be necessary
prior to  scraping the land.  The types of removal that may be warranted
are discussed in Section C of Part 1.

        Soil removal would be by a scraper, grader, or dozer that can
carry  (or possibly push) the soil a short distance to the trenches.
The trenches are dug and backfilled by large  earth moving machinery.
The soil removed from the trenches may be applied to the scraped land
to help defer the soil costs for restoration  of the scraped land.
The costs of burying the contaminated soil include a 4-inch removal
of soil and a 1,000-foot haul (or possibly push) of the soil to the
trench.  The range of costs is estimated to be $530 - $3.710 per acre
with, an average of about $1,700 per acre.3~4>16,33-35,37-40  If the
trenches are constructed near the scraped areas, about $300 per acre
in hauling  (transportation) costs can be eliminated.^, 33,34

        D.  Packaging - Not applicable.  (See Section C of Part 1
concerning packaging of vegetation that has been removed from the land.)

        E.  Transportation - The transportation costs indicated would
be incurred if the distance the soil must be  hauled to the trenches
is greater than 1,000 feet.  The extra costs  for hauling or pushing
the soil with a scraper are discussed in Section E of Part 1.

        F-  Ultimate Disposal - Fencing and a guard service around the
scraped land or the trenches is probably not  necessary since the
contaminated soil is buried.

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                                                                        527
                              -35-
          G.   Restoration - Restoration procedures would be the same
  as those discussed in Section l.G of Part 2 with one exception:
  the soil from the trenches can be used to cover the scraped area;
  thus,  there is no cost of procuring the soil.   An option may be to
  add 2  inches of topsoil to promote vegetation  growth.

      5.   Vacuuming with Disposal of the Soil in a Trench

          The techniques and costs are similar for Vacuuming (with
  trench disposal) and Scraping (with trench disposal) for all the
  categories  except for (1) stabilization and (2)  soil removal.

          (1)  Stabilization - There is little available data concerning
  stabilization prior to vacuuming.  Temporary stabilizers used  on bare
  ground (as  indicated in Table 6) are assumed to be adequate prior to
  vacuuming.   However, the use of stabilizers prior to vacuuming may
  interfere with this process.  The land area will probably require
  plovring or  discing to break up the stabilizer.  Even water used as
  a stabilizer might form a crust which can impede vacuuming.


          C2) Soil Removal - There is limited information concerning the
  use of an industrial vacuum cleaner for soil removal.   Sand can be
  picked up with a high efficiency and with ease.*  Most other types
  of soil should be shallow plowed (several inches depth)  prior  to
  vacuuming to loosen the deep soil.  Plowing (8-10 inches depth or
  deeper) will move the contamination below grade thus reducing  the
  efficiency  of -vacuuming.  The efficiency for removal for these soils
  is less than sand and is very dependent on the moisture content of
  the soil.

  The vacuum  cleaner must have a HEPA filter  for preventing plutonium
  resuspension in the air.   The vacuum cleaner would be mounted  on a boom
  on a flatbed truck.  The soil removal costs of this  technique
  a 4-inch removal were calculated for plowing,  vacuuming,  building
  a trench, and covering the trench.  The range  of costs were
  estimated to be $910 - $5.100 per acre with the average assumed to
  be about $2,500 per acre.


III.  Removal with Offsite Disposal

      6A § 6B. Scraping or Vacuuming

          A.   Radiological Surveillance - See Section A of Part  1.

          B.   Stabilization - For scraping, stabilization is the same
  as that discussed in Section 4.C.B.  For vacuuming,  stabilization is
  the same as that discussed in Section 5.

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                                                                   528
                            -36-

        C.  Removal
            (1) The soil is plowed, vacuumed,  and deposited in
     containers to be transported off site.   This is discussed
     further in Section C of Part 1.
                An alternative method with a similar cost would
     be to scrape the soil into windrows or mounds,  pick up the
     soil using an industrial vacuum cleaner, and deposit the soil
     in a container to be transported off site.  It may be easier and
     more economical to pick up the soil with a scraper or a front
     end loader to deposit 'the soil in containers.  With either
     method, it is very important to keep spillage of soil to a
     minimum.

            If the soil is picked up manually, rather than by a
     vacuum cleaner, the costs for the pickup alone  can range between
     $2,000 - $6,000 per acre-33,34 for a 4-inch removal.  Thus
     Vacuuming seems to be economical, as well as fast.

        ^*  Packaging - The packaging costs are discussed in Section D
of Part 1 for the Waste Burial Grounds and for Federal Repositories.

        E.  Transportation - The transportation of containerized soil
is discussed in Section E of Part 1.

        F.  Ultimate Disposal - Ultimate disposal is discussed for
the Waste Burial Grounds and the Federal Repository in Section F of
Part 1.

        G.  Restoration - The restoration of the land includes the
cost of materials (including 4 inches of soil) and their application
for a full acre.  A discussion of the costs for restoration are
presented in Section G of Part 1.

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                                                                      529
                            -37-

               APPENDIX B.  Special Techniques

                     Part 1 - Technology


     There are several techniques not listed in Table 1 that may be
used for reducing the environmental impact of plutonium that has
been deposited on land areas.  These techniques are generally used
for the reasons indicated below.

     (1) Application of Asphalt:  A surface treatment of asphalt
can be applied on small areas as a permanent stabilizer.5  This
type of surface would not be adequate as a parking area, but it
would effectively prevent resuspension of plutonium (100% efficient)
and for a number of years prevent vegetation growth (about 100%
efficient).   This method probably would not be used because of the
high costs and the commitment of the land to a nonproductive status.
The stabilizer action and its costs are discussed in more detail in
Appendix A,  Part 1, Section B.

     (2) Sewage Sludge:  Sludge may be applied to land as a fixation
stabilizer just as soil is applied (as described in Appendix A,
Sections 3A and SB of Part 2) or in lieu of restorative measures
requiring soil and vegetative applications.  The savings in cost
would be the material cost of soil.  However, this method would
only be applicable to areas where large quantities of sludge are
available and the land can be committed as a sewage sludge disposal
site.

     (3) Snow:  Decontamination of snow probably would involve
collecting and melting the snow, 'and then removing the plutonium by
evaporation or ion exchange, and disposal at a waste burial ground.
The solid waste would be about a factor of 100 smaller* than the
volume of snow scraped, which would significantly reduce the costs
of packaging and burying the waste.  Thus, scraping the snow with
ultimate disposal at an approved waste burial site could be less
expensive than scraping and burying a similar volume of soil, even
though there would be additional costs for solidification or ion
exchange.
*Melting snow to water reduces the volume by about a factor of 8 to
 12.12  present day techniques of solidification can reduce a volume
 of contaminated water by a factor of 10 or more.45  Solidification
 of the waste would then probably increase this volume by a factor
 of 2 or more.

-------
                                                                        530

                                 -38-
     (4) Flooding land areas with about an inch of water, combined
with collection of the water, removes loose soil and debris
containing Pu.  This technique would result in large volumes of
contaminated water requiring disposal.  Since many waste burial
grounds and the Federal Repository probably will not bury or store
liquids, the contaminated liquids would also require solidification.
Flooding might be useful, even though difficult, on mountainous
areas which are inaccessible to large earthmoving equipment.  However,
for most land areas, flooding would not be acceptable because of the
generation of large volumes of contaminated water and the difficulties
of collection of the contaminated water.

     (5) Air Shelters:  A canvas type structure supported by air is
presently being utilized at the Idaho National Engineering Laboratory
to allow the excavation of solid waste burial drums during advserse
weather conditions.  A similar type structure covering approximately
half an acre can be utilized during plutonium decontamination
operations to help prevent the wide disposal of plutonium contaminated
dust particles  (i.e. resuspension) and/or to provide protection from
the weather.  These shelters are large enough to allow the limited
movement and operation of scrapers, dozers, and other earthmoving
equipment within the structure.  The structure can also be transported
from one area to the other so a reasonably large area (several acres
to several tens of acres) may be decontaminated. 5,56

     (6) Other measures:  Other measures to reduce the environmental
impact  of plutonium deposited on farmland could possibly be  (1) the
use of  additives, such as lime or fertilizer, to reduce the entry of
radioactivity from soils into crops;  (Note:  Additives to reduce
plant uptake of plutonium were not specifically mentioned in the
literature.   It should also be noted that there is no information in
the literature to indicate that plutonium in the forms which might
normally be distributed  is taken up in growing crops to a significant
degree.)  (2) growing crops that take up small amounts of plutonium;
or  (3)  treating of milk or other products during the processing stages
for removal of plutonium;^  (4) leaching out nlutonium contamination
from the soil by some chemical treatment method, and (5) selectively
screening contaminated soil so as to separate fine particulates from
stones  and larger material.with the idea that most of the plutonium-
distribution  will  reside with  the  small particle fraction.

-------
                                                                     531
                              -39-

                       Part 2 - Costs
     (1) Application of Asphalt:  See Appendix A Section B of Part 1
concerning costs of a surface treatment of asphalt.

     (2) Sewage Sludge:  Costs of hauling and spreading sewage
treatment plant sludge are calculated to range between about $200
-$3,800/acre/year.  The sludge could be spread for several years.
The bases of these calculations are presented on page 9 and Tables
9 and 10 of reference 24.

     (3) Snow:  The costs for scraping, packaging, and disposing of
contaminated snow are assumed to be proportional to those for soil,
except the volume of solid waste per acre is assumed to be a factor
of about 100 smaller.  These assumptions are made to present a ball-
park estimate and other costs such as demineralization or evaporation
of the melted snow are not included.  The range of costs is estimated
by dividing by 100 the costs presented in 6A and 6B of the "typical"
project discussed in Appendix B.  These costs are $900 - $5,100/acre.

     C4) Flooding (1 inch of water):  The costs to flood an acre of
land with 1 inch of water would be proportional to the costs for
applying water as a stabilizer  (See Appendix A, Section B, Part 1) .
The costs of flooding would include radiological surveillance,
packaging (at $6.80 - $10.20 per ft3 or an extra $49,000 - $74,000/
acre,  See Appendix A, Section D, Part 1),  Ultimate Disposal and
Restoration.  The costs for applying the water will be about (1.0/0.3)
$220/acre = $730/acre and a range of about $330 - $l,130/acre.16,42
The water that is collected would probably have to be solidified by
the same techniques.as used for melted snow, with disposal of the
solid material at a waste burial ground or the Federal Repository.  As
an example of the disposal cost, assume that the water is encased in
concrete with an increase in volume of a factor of 2.  The volume of
concrete would be 7260 ft .  At a waste burial ground, the disposal
costs would be about $9800/acre for nonretrievable disposal, $29,000/
acre for retrievable storage, and about $182,000/acre for storage at the
Federal Repository.  (See Appendix A, Section F Part 1).  If the volume
of solid material is significantly less (as a result of using another
solidification technique), then the packaging and disposal costs can
also be reduced significantly.

     (5) Air Shelters:  The one time direct and indirect costs for an
air shelter, including anchor blocks is estimated to be about $170,000
(1975 dollars).  This shelter can enclose about 22,500 square feet.
The costs to initially install the structure or to move and install
the structure near its original installation is about $49,000 (1975
dollars).56

-------
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-------

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-------
                                                                          534
                                  -42-

                                 TABLE 3

                           Adjustment Indexes*

      Multiply the costs appearing in Table 2 by the following factors
      to adjust  for  geographical differences:
            Location

      Albany, New York
      Albuquerque, New Mexico
      Anchorage, Alaska
      Atlanta,  Georgia
      Austin, Texas
      Baltimore, Maryland
      Birmingham, Alabama
      Bismark,  North Dakota
      Boise,  Idaho
(Base) Boston, Massachusetts
      Bridgeport, Connecticut
      Buffalo,  New York
      Camden, New Jersey
      Charleston, West Virginia
      Charlotte, North Carolina
      Chattanooga, Tennessee
      Cheyenne, Wyoming
      Chicago,  Illinois
      Cincinnati, Ohio
      Cleveland, Ohio
      Columbus, Ohio
      Dallas, Texas
      Denver, Colorado
      DesMoines,  Iowa
      Detroit,  Michigan
      El Paso,  Texas
      Evansville,  Illinois
      Harrisburg,  Pennsylvania
      Hartford, Connecticut
      Honolulu, Hawaii
      Houston,  Texas
       Indianapolis,  Indiana
      Jackson,  Mississippi
      Jacksonville,  Florida
       Kansas City,  Missouri
       Lansing,  Michigan
       Las Vegas, Nevada
       Little Rock,  Arkansas
       Los Angeles,  California
       Louisville,  Kentucky
Labor
   96
   84
   29
   82
   77
   91
   79
   79
   83
   00
   98
   08
   07
   94
   66
   81
   83
   07
   03
   10
   04
  .75
  .86
  .87
 1.21
  .69
  .89
  .92
 1.00
  .92
  .84
  .89
  .72
  .85
 1.07
 1.01
 1.04
  .73
 1.13
  .95
Material
    01
    93
    04
    89
    90
    89
    85
    94
    93
    00
    01
    01
    97
    00
    93
    94
    94
    90
    18
   .88
   .95
   L.06
   .89
   .97
   .96
   .90
   .94
   .97
   .98
   1.02
   .91
   .94
   .85
   .95
   1.05
   .93
   1.06
   .86
    .97
    .94
1

-------
                            -43>-
                                                                      535
                           TABLE 3
                         (continued)
      Location
Madison, Wisconsin
Manchester, New Hampshire
Miami, Florida
Milwaukee, Wisconsin
Minneapolis, Minnesota
Mobile, Alabama
Nashville, Tennessee
Newark, New Jersey
New Orleans, Louisiana
New York, New York
Norfolk, Virginia
Oklahoma City, Oklahoma
Omaha, Nebraska
Philadelphia, Pennsylvania
Phoenix, Arizona
Pittsburgh, Pennsylvania
Portland, Maine
Portland, Oregon
Providence, Rhode Island
Richmond, Virginia
Rochester, New York
St. Louis, Missouri
Salt Lake City, Utah
San Diego, California
San Francisco, California
Savannah, Georgia
Seattle, Washington
Shreveport, Louisiana
Sioux Falls, South Dakota
Spokane, Washington
Springfield, Illinois
Springfield, Massachusetts
Syracuse, New York
Tampa, Florida
Topeka, Kansas
Trenton, New Jersey
Washington, D.C.
Wichita, Kansas
Wilmington, Delaware
Youngstown, Ohio

Montreal, Quebec
Toronto, Ontario
 1
 1
Labor
  90
  89
  02
  99
  97
  84
  78
  12
  83
  33
  70
  83
  90
  04
 .98
1.04
 .71
 .94
 .97
 .71
1.06
1.04
 .88
1.02
1.20
 .77
 .99
 .76
 .81
 .91
 .89
 .98
 .00
 .88
 .86
 .09
 .99
 .92
 .98
 .99
 1
  .73
  .94
1
                          Material
  95
  97
  95
  96
  09
  91
  90
  89
  88
  02
 .94
 .89
 .97
 .78
 .95
1.14
 .98
 .95
 .98
 .95
1.03
 .97
 .94
 .93
1.06
 .94
 .74
 .86
 .94
 .94
 .93
 .99
1.00
 .95
 .98
1.02
 .96
 .97
 .97
 .94
                            .73
                           1.09
*1974 Dodge Guide^ for Estimating Public Works Construction Costs,
 Annual Edition No. 6, McGraw-Hill Information Systems Company,
 Princeton, New Jersey (1974)

-------
                       TABLE  4  SUMMARY  OF TECHNIQUES AND COSTS
                                cosis/ A:
SECTION OF REPORT
                                                   ADVANTAGES
                                                                                             DISADVANTAGES
t RESTRICTION OF LANO USE
IF 1 ICING I
2 STABILIZATION
Ai CHEMICAL ANO. OR
VtGCTATIVE


Cl APPLICATION Of A
SOU COVER
3 SOU RtMOVAt WITH ONSITE
A SCRAP1 INTO WINDROWS
I, SCHl''! OR VACUUM INTO

4 Sim REMOVAL WITH OFFSITE

AFVENOIS B. PART II
TECHNIQUE 2 IN TABLE 1 AND 2


TECHNIQUES IA ANO IB IN TABLE
1 ANO 2
TECHNIQUES 4A OF TABLES
I'ANO 2
TECHNIQUES 4B. 4C ANO S OF

TECHNIQUES S> ANO (B OF

1100
2100


4.600 14 INCH COVER)
9.600 112 INCH COVCRI
3.600
5.200

125.000 IWASTE
NON RETRIEVABLE!
105 000 WASTE
BURIAL GROUND.
RETRIEVABLE!
515,0001'EOCRAl
REPOSITORY)
350-3300
500-3.000


2.400-7.500
5.400-14.000
1.600-6.300
2200- 10.200

110.000-100.000
150000-235.000
400000 600000
-INEXPENSIVE
-LAND IS NOT DISTURBED OR DEGRADED
-INEXPENSIVE
-EASY TO APPI Y
-DOES NOT DISTURB THE LAND
-LANO CAN BE PRODUCTIVE

-PREVENTS RESUSPENSION OF PLUTONIUM
-FLOWING TO A DEPTH OF 3 FEET AIDS IN REDUCING
PLANT UPTAKE OF PLUTONIUM
-OIlllIESTHE PLUTONIUM ACTIVITY
-IODN EFFECTIVE IN PREVENTING RE SUSPENSION
-LANOCANBE PRODUCTIVE
-ABOUT SO-. OF LAND IS ACTIVITY FREE (GENERALLY ABOUT
W\ EFFICIENCY FOR REMOVAL OF PL UTON >UMI
-ABOUT 60*. OF LAND CAN BE PRODUCTIVE
-RESUSPiNSION AND PLANT UPTAKE OF Pu IS SIGNIFICANTLY REDUCED
-FUTURE OE CONTAMINATION EFFORTS WOULD NOT BE DIFFICULT SINCE
ALMOST ALL OF THE ACTIVITY WOULD BC iTABILIZEO IN THE WINDROWS
-ABOUT 90'. (OR BETTER! OF THE ACTIVITY IS REMOVED FROM THE LANO
-HESUSPLNSION ANO PLANT UPTAKE OF Pu IS SIGNIFICANTLY REDUCED
-FUTURE DECONTAMINATION IF NECESSARY .WILL NOT BE DIFFICULT
(HOWEVER IT WUULO BE A LITTLE MORE DIFFICULT THAN THE
PREVIOUS CASE WHERE THE SOIL IS SCRAPED INTO WINDROWS)
COMPLETE REMOVAL OF CONTAMINATED SOIL FHOM THE AREA
BUHIAl GROUND IX RETRIEVABLE FORM THE SOIL MAY BE
REPACKAGE 0. IF NECESSARY. AND MAINTAINED IN HIGH IN
TEGHITY CONTAINERS)
NOT{ SOIL WILL POSSIBLY NEVER BE DEPOSITED
AI A FEDERAL REPOSITORY CURRtNT REQU.REMENIS ARE THAT
THE ACTIVITY CONCENTRATION BE AT LEAST IOoC./,..o. BEFORE
THE Pu CONTAMINATED SOIL IS DEPOSITED AT THE FEDERAL
REPOSITORY
-LAND IS NOT PRODUCTIVE WHILE RESTRICTED
-TECHNIQUES IS APPLICABLE FOB LOW ACTIVITY CONTAMINATE* ON! i
-REPLACEMENT OF FENCING IS NECESSARY AFTER 20 -30 YEARS
-DOES NOT PREVENT PLANT UPTAKE OF PLUTONIUM
-CHEMICALS MUST BE Rf APPLIED EVERY5 -10 YEARS UNLESS VICE TA» vE
COVEM IS ADEOUATE TO PREVENT FtESUSPENSION OF PLUTONIUM
-USED FOR RELATIVELY LOW ACTIVITY CONTAMINATION

-PLUTONIUM STILL REMAINS IN THE AREA
-USED ON LOW OR MEDIUM LEVEL ACTIVITY CONTAMINATION
-MODERATELY CXPENSIVE-THt MOST EXPENSIVE STABILIZATION TtCNMQUf
-OOESNOT PRE VENT PLANT UPTAKE 112 INCH SOU COVER SHOULO BE WORE
EFFICIENT IF PREVENTING PLANT UPTAKE THAN THE 4 INCH SOIL CO.E<
-MODERATE COSTS
-WINDROWS ARE STABILIZED BY CHEMICALS ANO OR VEGETATION
THUS. PROBLEMS ARE SIMILAR TO THOSE LISTED FOR 2. A ABOVE
-ACTIVITY STILL REMAINS ONSITE
-MODERATE COSTS
IN THE FUTURE
-ACTIVITY STILL REMAINS ONSITE
-LEACHING Pu INTO THE SOIL MAY BE A CONCERN WITH TRENCH DISPOSAL
-EXTREMELY EXPENSIVE
THUS INCREASING THE PROBABILITY OF AN ACCIDENTAL SPILL
c.
                                                                                                                                       .£.

                                                                                                                                        I
                                                                                                                                     CO
                                                                                                                                     <75

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                                       -45-
                                                                               537
                                    TABLE 5
                      Plutonium Cleanup Experience Costs
Project
             Total Cost
                Acres
     $/Acre
AEC Niagara Falls Sitea
Palomares, Spain*3
Nuclear Reactor Developmenta
Station at NTS
Enewetak Islands0
Rocky Flatsd
$ 88,000 (1972)
$50,000,000 (1966)

$ 100,000 (1965)
— (1976)

8-10
600

5

0.46
$ 8,800
$83,300

$20,000
$25,500*

                           Enewetak Islands Project
                           Estimated Costs for 1976°
Technique
Actual Costs
Costs Adjusted for
Continental U.S.
Costs Including
32% Overhead
Debrushing
Scraping (including
Stabilization)
Replacing Soil
Disposal
$l,700.00/acre
6.40/cubic yard
11.00/cubic yard
80. OO/ cubic yard
$/C.Y.
2.3
3.9
28.6
$/Acre*
$ 800
1,620
2,790
20,280
Totals
$   97.4 /cubic yard
           34.8
    $25,500
*Costs in $/C.Y. were converted to $/Acre by assuming that 4 inches  of soil  were
 removed or replaced.  A 4-inch layer of soil is equal to 538 cubic  yards  of soil
 per acre.  Actual costs are estimated to be about $70,000 per acre.   The  Army
 Corps of Engineers indicated that these costs are about a factor of 2.8 higher
 than the costs for decontaminating similar land in the United States.

aFrom reference 4 of this report.  Note:  Radioactivity deposited on the land
 was not Pu.

 Kathren, Ronald L.  Towards Interim Acceptable Surface Contamination Levels for
 Environmental PuO.  BNWL-SA-1510 (1968)

Reference 31 of this report.

dSummary Report of Soil Removal - Preliminary Excavations, C.E.  Wickland,
 Report presented at the Conference for Decontamination and Decommissioning
 (D and D) of ERDA Facilities held in Idaho Falls, Idaho, August 19-21, 1975.

-------
 TABLE 6.  USES FOR STABILIZERS AND APPROXIMATE COSTS TO APPLY/ACRE
Temporary
(prior to any decon)
Water - $220 ($100-$340





Short-term
(prior to soil removal)

Asphaltic - $1100
Emulsion
Geo-tech - $ 520
oil
Petroset $1200
Polv vinvl -$7flO-<7nf)
Acetate
Short-term
(on bare soil as a
part of restoration)

s
\
	 	 N
"7
/
Norlig - $240
Long-term
5-10 years


Geo-tech $520
(with reapplication
every 5 years)


Soil Cover





i
i
                          DCA-70
              $440
Range $200-$1200/acre
Average $700
                                               Rapid Cure  Road  Oil
                                               $660 (reapply after
                                                     5  years)
Range $200-$1200
Average $570
Range $520-$660
Average $600
                                           4"  Loam
                                               Range
                                           $1500  -  $3300  -Average
                                                              $2400
                                           4"  Topsoil
                                               Range
                                           $3300  -  $5700  -Average
                                           	              $4500
Range $100-$340/acre
Average $220/acre
       Loan        Topsoil
Range $1700-4500 +$3500-6900
Average $3100     $5200  CJI
                         CO
                         GO

-------
                           -47-
                          TABLE  7

                 Value of Crops  (per  Acre)*
                          in 1973
                                                                     539
                    No.  Units/Acre
Crop

Corn
Wheat
Soybeans
Oats (grain)
Tobacco
Hay
All Crops (total U.S. Average)
Major crops - corn, soybeans,  hay,  wheat
Unit
$/Unit
                       $/Acre
91.4
31.8
27.8
47.0
1983.0
2.2
bushels
bushels
bushels
bushels
pounds
tons
2.37
3.82
5.65
1.09
0.90
40.60
217
121
157
51
1785
89
                                                              170
*U.S. Department of Commerce.  Statistical  Abstract  of the
 United States 1974 National Data Book and  Guide  to  Sources,
 Bureau of Census, Social and Economic Statistics
 Administration, U.S. Department of Commerce.

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                            -48-
                          TABLE 8

                 Value of Forests  Cper Acre)
                          in 1974*
                                                                   540
Region

  1
  2
  3
  4
  5
  6
  8
  9
 10
        States

Montana, N. Idaho
Colo., Wyoming, S. Dakota
Ariz., New Mexico
Utah, S. Idaho, Nevada
California
Oregon, Washington
S.E. (Va. to Texas)
Lake States and N.E.
Alaska
    Average for the U.S.
$/per 1000 Board Feet

        46.16
        12.65
        62.85
        72.78
        83.36
       124.35
        50.76
        17.21
        15.26
                                                               88.14
# board feet per acre --

     National average
     Region 6 average
     Maximum

$ per acre --
       30,000
       60,000
      150,000
     National average    $ 2,644
     Region 6            $ 7,461
     Maximum (at $88.14/1000 board feet)  $13,200
*U.S. Department of Agriculture.
 Fourth Quarter and Fiscal 1974.
               Timber Sold on National Forest,
               Circular Memorandum,  July 22,  1975.

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                                                                     541
                            -49-
References

     1.  Telephone conversation with R. E. Shaddock, VIP Corporation,
Streator, Illinois, on February 26, 1975.

     2.  U.S. Atomic Energy Commission, "Scavenging Contaminated Soil
with Polyurethane Foam," RFP-1949.  Rocky Flats Division, Dow Chemical
USA, Golden, Colorado  80401.

     3.  U.S. Department of Agriculture in cooperation.with the
Atomic Energy Commission, "Research on Removing Radioactive Fallout
from Farmland," Technical Bulletin No. 1464, Agricultural Research
Service, U.S. Department of Agriculture, Washington, D.C. (May 1973).

     4.  U.S. Atomic Energy Commission.  "Feasibility and Alternate
Procedures for Decontamination and Post Treatment Management of Pu-
Contaminated Areas in Nevada," UCLA 12-1973, AEC Contract AT(04-1)
GEN-12.  Prepared at the request of the Nevada Applied Ecology Group,
USAEC Nevada Operations Office, Las Vegas, Nevada, by A. Wallace and
E. M. Romney, University of California Laboratory of Nuclear Medicine
and Radiation Biology, 900 Veteran Avenue, Los Angeles,  California
90024  (September 1974).

     5.  Telephone conversation with a representative of Bituminous
Products Corporation, Washington, D.C., on March 3, 1975.

     6.  U.S. Department of Agriculture.  "Treatments for Farmland
Contaminated with Radioactive Material," Agriculture Handbook No.  395.
Agricultural Research Service, U.S. Department of Agriculture,
Washington, D.C.  Supported in part by the U.S. Atomic Energy
Commission (June 1971).

     7.  U.S. Environmental Protection Agency.  "Ocean Dumping Proposed
Revision of Regulations and Criteria," Volume 41, Number 125.  Envi-
ronmental Protection Agency, Washington, D.C., (June 28, 1976).

     8.  Draft of the Provisional Definition and Recommendations
Concerning Radioactive Wastes and Other Radioactive Matter.  Referred
to in Annexes I and II to the Convention on the Prevention of Marine
Pollution by Dumping of Wastes and Other Matter.  Revised Draft,
July 19, 1974.

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                                                                   542
                            -50-


      9.  Trip report by Wayne R. Hansen, Ph.D.  ATSB/TAD/ORP/EPA
to Hickara Air Force Base, Honolulu, Hawaii, for a meeting sponsored
by the Defense Nuclear Agency, Department of Defense (March 17-25, 1975).

     1(X.  Conversation with Bob Dyer, CSD/ORP/EPA on March 14, 1975.

     11.  Telephone conversation with the U.S. Weather Bureau,
Washington, D.C., (May 12, 1975).

     12.  Building Cost and price index roundup.  20 Cities:  Construction
Costs.  Engineering News Report, 65, June 20, 1974.

     13.  U.S. Government Printing Office.  Economic Report of the
President Transmitted to the Congress February 1975.  U.S. Government
Printing Office, Washington, D.C.  20402 (February 1975).

     14.  Telephone Conversations with Joe Hans, NERC,  Las Vegas, on
February 3, 1975, February 20, 1975, and April 9, 1975.

     15.  Telephone conversation with the District of Columbia Water
Revenue Office on March 4, 1975.

     16.  U.S. Environmental Protection Agency.  "Comparative Costs of
Erosion and Sediment Control, Construction Activities," EPA-430/9-73-016,
Page 173, Water Quality and Non-Point Source Control Division, Office of
Water Program Operations, U.S. Environmental Protection Agency,
Washington, D.C.  20460  (July 1973).

     17.  U.S. Atomic Energy Commission.  "Radiological Emergency
Operations Student's Manual," TID-24919.  Division of Technical Informa-
tion, U.S. Atomic Energy Commission, prepared by the Radiological
Sciences Department, Reynolds Electrical and Engineering Company, Inc.,
Nevada Test Site, Mercury, Nevada.

     18.  Telephone conversation with Mr. William Clark, Marketing
Representative for American Cyanamid Company, Industrial Chemicals and
Plastics Division, Wayne, New Jersey (February 28, 1975).

     19.  Telephone conversation with Al Western, Radiation Safety
Field Superintendent, Reynolds Electrical and Engineering Company, Inc.,
Las Vegas, Nevada, on March 6, 1975.

     20.  Telephone conversation with a representative of Bituminous
Products Corporation, Washington, D.C. on March 3, 1975.

-------
                                                                      543
                            -51-


     21.  Telephone conversation with Don Hess of Standard Oil
Corporation of California, San Francisco, California, on
March 5, 1975.

     22.  Telephone conversation with TopCote Polyurethane
Application Company, Washington, D.C., April 1975.

     23.  Telephone conversation with Tom Hobbs, a representative
of Hydro Turf Co., Maryland, in March 1975.

     24.  U.S. Environmental Protection Agency.  "Costs of Hauling
and Land Spreading of Domestic Sewage Treatment Plant Sludge,"
PB-227-005.  Prepared by Walter F. McMichael, National Environmental
Research Center, Office of Research and Development, U.S. Environ-
mental  Protection Agency, Cincinnati, Ohio  4S268 (February 1974).

     25.  U.S. Department of the Interior.  "Chemical Stabilization
of the  Uranium Tailings at Tuba City, Arizona."  Report of
Investigations 7288, Bureau of Mines, U.S. Department of the Interior,
(August 1969) .

     26.  Cost figures calculated from a price list and sales
brochure received from Mr. Clark on American Cyanamid Aerospray 70.

     27.  Telephone conversation with Dr. William Bright, Research
Office  of Rocky Flats, Division of Dow Chemical Company, on
March 6, 1975.

   .  28.  Telephone call to R§W Construction Company, Washington, D.C.,
in March 1975.

     29.  Telephone conversation with a representative of Fairland
Excavating Co., Fairland, Maryland, in March 1975.

     30.  U.S. Department of Defense.  Draft Environmental Impact
Statement:  Cleanup, Rehabilitation, Resettlement of Enewetak Atoll -
Marshall Islands, Contract No. DNA-001-73 C-155, Volume I, II, III.
Defense Nuclear Agency, U.S. Department of Defense, Washington, D.C.
20305  (September 1974).

     31.  U.S. Environmental Protection Agency.  "Environmental
Protection in Surface Mining of Coal," EPA-670/2-74-093.  Office of
Research and Development, National Environmental Research Center,
Environmental Protection Agency, Cincinnati, Ohio  45268 (October 1974)

     32.  1974 Dodge Manual for Building Construction Pricing and
Scheduling.  Annual Edition No. 9, McGraw-Hill Information Systems
Company, Princeton, New Jersey (1974).

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                                                                   544
                            -52-
     33.  Building Construction Cost Data, 1971.   29th Annual Edition,
Robert Snow Means Company, Inc., Engineers and Estimators, P.O. Box G,
Duxbur/, Massachusetts
     34.  1974 Dodge Guide for Estimating Public Works Construction
Costs.  Annual Edition No. 6, McGraw-Hill Information Systems Company,
New York, New York (1974).

     35.  Carter, R. P., Zimmerman, R. E., and A.  S.  Kennedy.  Strip
Mine Reclamation in Illinois, Contract No. 31-109-38-2687.   Prepared
by the Energy and Environmental Studies Division,  Argonne National
Laboratory, Argonne, Illinois  60439 (December 1973).

     36.  Telephone conversation with Willis F. Custard,  Virginia
Department of Forestry, Charlottesville, Virginia (March  1975).

     37.  Department of Defense.  "Radiological Recovery  of Fixed
Military Installations," Technical Manual TM-3-225,  NAVDOCKS TP-PL-13.
Departments of the Army and the Navy, Department of Defense, Washington,
D.C. (April 1958).

     38.  Engineering Economic Study of Mine Drainage Control Techniques,
Appendix B to Acid Mine Drainage in Appalachia, A Report  by the
Appalachian Regional Commission, prepared by the Cyrus Rice and Company,
Pittsburgh, Pennsylvania, 1969.

     39.  Department of Defense.  Radiological Reclamation Performance,
Summary Volume I, Performance Test Data Compilation,  USNRDL-TR-967,
U.S. Naval Radiological Defense Laboratory (October 1965).

     40.  U.S. Department of Defense.  Stoneman II Test of Reclamation
Performance Characteristics of Land Reclamation Procedures,
USNRDL-TR-337, U.S. Javal Radiological Defense Laboratory (January 1959).

     41.  Telephone conversation with the Guy E. Simpson  Company, Inc.,
Washington, D.C. in March 1975.

     42.  Telephone conversation with Mr. Ed Northrup, Jr., of Northrup
and Johnson (Contractors and Equipment Suppliers), Washington, D.C.,
in March 1975.

     43.  Telephone conversation with Bruce Owens, Dow Chemical Company,
Rocky Flats Division, Colorado, on February 26, 1975.

     44.  Program for the Management of Hazardous Wastes, Final Report,
Contract No. 68-01-0762.  For the Office of Solid Waste Management
Programs, Environmental Protection Agency, Prepared by Battelle, Pacific
Northwest Laboratories, Richland, Washington, 99352.

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                                                                               545
                            -53


     45.  Telephone conversation with Government Services Administration,
Federal Protection Service Division, Technical Services Branch, on
March 18, 1975.

     46.  Telephone conversation with Landy Strongin^ New York State
Aeronautical Engineering and Space Authority on February 27, 1975.

     47.  Telephone conversation with Joe Work, ERDA on February 25, 1975.

     48.  Telephone conversation with Bud Hickman, Aerojet Nuclear
Company, on February 24, 1975.

     49.  U.S. Atomic Energy Commission.  The Nuclear Industry 1974,
WASH-1174.  U.S. Atomic Energy Commission, Washington, D.C. (1974).

     50.  U.S. Atomic Energy Commission.  Land Burial of Solid Radio-
active Wastes:  Study of Commercial Operations and Facilities,
WASH-1143.  Division of Reactor Development and Technology, U.S.
Atomic Energy Commission, Washington, D.C. (1968)•

     51.  U.S. Atomic Energy Commission, Proposed Changes to
10 CFR Part 20 Concerning Transuranium Waste Disposal, 39 FR 32921.

     52,  U.S. Atomic Energy Commission. Management of Commercial
High-Level and Transuranium-Contaminated Radioactive Waste, WASH-1539.

     53.  Conversation with D. French, ERDA, at the Conference for
Decontamination and Decommissioning of ERDA Facilities at Idaho Falls,
Idaho, August 19-21, 1975.

     54.  U.S. Department of Agriculture.  Farm Real Estate Market
Developments.  CD-80, Table 6, page 15, Economic Research Service,
U.S. Department of Agriculture, Washington, D.C.  20250 (July 1975).

     55.  Telephone conversation with Dennis McMurtrey, Aerojet
Nuclear Company, in September, 1975.

     56.  Information sent with a memo from George Wehman, Director,
Office of Waste Management, Idaho Operations Office, ERDA, to
Bruce Smith,, Office of Radiation Programs, EPA, dated October 3, 1975.

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