600281214
                                                   May  :981
 MODIFICATION OF SPILL FACTORS AFFECTING AIR POLLITION,

Vol.  I  - An Evaluation of Cooling as a Vapor Mitigation
       Procedure for Spilled Volatile Chemicals
                          by

                      J . S.  Greer
                      S . S .  Gross
                      R.H.  Hi Hz
                      M.J.  McGoff
               MSA Research Corporation
       Division of Mine Safety Appliances Company
            Evans  City, Pennsylvania 16033
                Contract No.  68-03-2648
                    Project Officer

                    John E.  Brugger
       Oil  and Hazardous Materials Spills Branch
      Municipal  Environmental  Research Laboratory
         U.S.  Environmental  Protection Agency
                Cincinnati,  Ohio 45268
      MUNICIPAL  ENVIRONMENTAL  RESEARCH  LABuRATOR1--
          OFFICE  OF  RESEARCH AND  DEVELOPMENT
         U.S.  ENVIRONMENTAL  PROTECTION  AGENCY
                CINCINNATI ,  OHIO  45268

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                            DISCLAIMER

     This report has been reviewed by the Municipal  Environmental
Research Laboratory, U.S. Environmental  Protection Agency, and
approved for publication.  Approval  does not signify that the
contents necessarily reflect the views and policies  of the U.S.
Environmental  Protection Agency, nor does mention of trade names
or commercial  products constitute endorsement or recommendation
for use.
                              i i

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                            FOREWORD
     The U.S. Environmental Protection Agency was created be-
cause of increasing public and government concern about the
dangers of pollution to the health and welfare of the American
people.  Noxious air, foul water, and spoiled land are tragic
testimonies to the deterioration of our natural  environment.
The complexity of that environment and the interplay of its
components require a concentrated and integrated attack on the
problem.

     Research and development is that necessary  first step i',
problem solution; it involves defining the problem, measuring
its impact, and searching for solutions.   The Municipal En-
vironmental Research Laboratory develops  new and improved tech-
nology and systems to prevent, treat, and manage wastewsrer and
solid and hazardous waste pollutant discharges from municipal
and community sources, to preserve and treat public drinKing
water supplies, and to minimize the adverse economic, social,
health, and aesthetic effects of pollution.   This publication
is one of the products of that research and provides a most
vital communications link between the researcher and the u s e ^
commu n i ty.

     This report addresses the evaluation of cooling as a
mechanism of reducing the release of toxic or flammable vapors
from a spilled chemical.   The results show the capabilities of
a  variety of coolants and demonstrate that dry ice is the best
choice for most situations.
                                Francis  T.  Mayo,  Director
                                Municipal  Environmental  Research
                                La bora tory

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                             ABSTRACT
      Spilled  chemicals  that  pose  a  hazard  to  the  land  and water
 ecosystem  can  also  provide a  significant vapor  hazard.  Although
 the  vapors  released  by  such  chemicals may  ultimately  be dispersed
 in  the  environment  with  little  long-term effects,  they do pose a
 hazard  to  life  and  property  downwind of the spill.

      Among  the  vapor  amelioration techniques  that  have been con-
 sidered  is  the  use  of a  coolant to  lower the  temperature of a
 spill and  reduce  its  equilibrium  vapor pressure.   This program
 has  been conducted  as a  feasibility study  of  that  mechanism.

      Four  potential  coolants  were examined: water  ice, dry ice,
 liquid  carbon  dioxide,  and liquid nitrogen.   Further  evaluation
 based on laboratory  studies  and limited scaled-up  tests estab-
 lished  dry  ice  as the most versatile coolant  choice.

      Water  ice  does  not  cool  sufficiently.   Liquid nitrogen and
 carbon  dioxide  require  large  quantities of material,  and produce
 a dense obscuring cloud  that  has  some adverse implications.

      Dry ice avoids  the  problems  presented by the  other coolants
 and  is  readily  available at a reasonable cost,  but a method is
 required for crushing and distributing the dry  ice to the spill.
 A prototype unit was developed consisting of  a  crusher and a
 pneumatic conveyor to perform these functions.

     A  pool of  diethyl ether  with 2.23 m2  (250  sq  ft) of surface
 was  cooled  to -60°C  (-76°F) using 408 kg (900 Ib)  of dry ice eed
 at a rate of 13.6 kg (30 Ib)  per minute.   A measurable reduction
 in downwind vapor concentration was realized.    Pool temperature
 was  still below -10°C (14°F)   two hours after  dry ice discharge
 was  terminated.

     This program has established feasibility of the mechanism,
 but  additional work is necessary to establish practicality,  de-
 fine materials to which  cooling is applicable, and optimize  the
 dispensing  equipment.

     This report was submitted in  partial  fulfillment of  Contract
No.  68-03-2648 by MSA Research Corporation  under the  sponsorship
of the U.S.  Environmental Protection Agency.   This report  covers
the  period  29  October 1976  to 4  December  1980, and work was  com-
pleted as  of 15 May  1981.

                               i v

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                             CONTENTS
Foreword	1 ]"'
Abstract	   1V
Figures	   Y ]
Tables	vl.l
Abbreviations and Symbols  	v i 11
Acknowledgment 	   xi

  1.  Introduction 	   1
  2.  Summary and Conclusions	3
  3.  Recommendations	6
  4.  Program Plan	9
        Phase I  - Coolant Evaluation and Selection 	   9
        Phase II  - Equipment Development	10
        Phase III - Field Demonstration	11
  5.  Coolant Identification, Evaluation and Selection .  .  .  12
        Identification  and Selection of Coolants 	  12
        Evaluation of Coolant System Characteristics
        f o r S p i 1 1 Application	: 9
        Laboratory Studies for  Data Clarification	24
        Selection of  Candidate  Coolants	43
  6.  Scaled Up  Testing of Selected Coolants 	  46
        Scaled Up Test  Design	46
        Coolant  Tests	47
        CoolantSelection	51
  7.  Equipment  Development	54
        Review and Evaluation of Commercial  Equipment.  .  .  .  54
        Integrate and Test Prototype	56
        EquipmentRedesign 	  60
  8.  Field Demonstration	67
        Demonstration Test Design	67
        Field Test Operations	57
        Spill  SceneCleanUp	70
        Evaluation of Cooling as a  Mechanism of
        Vapor Hazard	71

  References	73

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                             FIGURES

Number                                                    Page

  1    Factors  influencing the temperature of an
        accidentally spilled  material	20

  2    Laboratory test apparatus	25

  3    Candidate coolants  added to 105  g  glacial
        aceticacid	27

  4    Time-temperature changes observed  when carbon
      dioxide  was  placed  on  representative
      hazardous materials	23

  5    Time-temperature changes observed  when liquefied
      nitrogen  was  placed on  representative  hazardous
      materials	29

  6    Candidate coolants  added to acetone	3 C

  7    Subscale  field  test results with ethyl  ether  -
      temperaturevs  time	48

  8    Crusher/snow  blower combination	58

  9    Diagram  of spill  impoundment  area	59

 10    Field  demonstration unit	65

 11    Dry  ice  distributor.  .  .	66

 12    Cooling  rate  vs  time  for dry  ice treated
      ethyl  ether pool	69

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                             TABLES


Number                                                    Page

   1   Candidate  Cooling  Materials  and  Their Properties
        to  be  Used for Evaluation	14

   2   Hazardous  Materials  with  Acceptable  Thermal
        Properties	16

   3   Representative  Hazardous  Materials  	  23

   4   Results  of Screen ing Tests	32

   5   Vapor  Concentrations Measured Over  a  250  cm2
        Pool  of  Acetone	34

   6   Comparison of  Measured  and  Calculated Evaporation
        Rates  Using  Dry  Ice   (T=-78°C  [-110°F])	36

   7   Comparison of  Evaporation  Rates  for  Repre-
        sentative  Hazardous Materials	37

   8   Coolant  Storage  Losses  	  39

   9   Selected Properties  of  Candidate  Coolants	40

  10   Spill  Coolant  System Comparisons  	  44

  11   Cryogen  Comparisons	52

  12   Shredder/Grinder  (W.W.  Grinder Co.,Model 4-G).  ...  55

  13   Diethyl  Ether  Vapor  Concentration Before and
      After  Application  of Dry  Ice	61
                             VT i

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                    ABBREVIATIONS  AND  SYMBOLS

 A        --   experimentally  fitted  constant  (not dimensionless)
 B.P.     --   boiling  point
 BTU      --   british  thermal  unit
 °C       --   degrees  centigrade
 c        --   concentration
 ca 1      --   calories
 cm       --centimeter
 D        --   diffusion coefficient
 E        --   evaporation rate
 F        --   film thickness
 °F       --   degrees  Fahrenheit
 ft       --   feet
 g        - -   gram
 hr       --   hour
 Hg       --   mercury
 HP       --   horsepower
 in.       - -   inch
 Real      - -   kilocalories
 Km       - -  kilometer
«m       --  mass transfer  coefficient  (equal  to D/RT)
KW       --  kilowatts
kg      - -  kilogram
                             v i i i

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 k p h •     --   kilometers  per  hour

 L,  9.     --   liquid  phase

 LOX      --   liquid  oxygen

 1 b       --   pounds

 M        --   molecular weight of diffusing species

 M.P.     --   melting point

 m        --   meter

 mm       --   millimeter  (millimeters of mercury or torr when used
             to designate pressure)

 mi       - -   mile

 min      --   minute

 ml       --   milliliter

 mph      --   miles per hour

 oz       --   ounce
                                          2
 N        --   newtons (1 newton - 1  kg m/sec )

 P        --   atmospheric pressure

 P        --   vapor pressure
 v a p

 p', p1'  --   vapor pressures of diffusing species  at  liquid s^r-
             face and far removed

 p p m      --   parts per million

 q        --   amount evaporated

 reefer   --   refrigeration

 R        --gas constant

 rpm      --   revolutions  per minute

 S, s     --   solid phase, S  also used as  area  of spill

T        --  temperature

TLV      --  threshold  limit value

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t



torr



x
t i me



unit of pressure (1  torr - 1  mm Hg



d i stance
Greek Letters
            radius of surface of simulated spill

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                        ACKNOWLEDGMENT
     This work was performed under subcontract to the Environ-
mental  Monitoring & Services Center of Rockwell  International,
Newbury Park,  California.   The authors wish to thank George R.
Schneider,  Project Officer,  Environmental  Monitoring & Services
Center  of Rockwell International,  and John E.  Brugger, Project
Officer, U.S.  Environmental  Protection Agency, for their direc-
tion and support.

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                            SECTION  1

                           INTRODUCTION
      Spilled chemicals  that  pose a  hazard to the land and water
 ecosystem can also  provide a significant vapor hazard.  Although
 the vapors  released  by  such  chemicals may ultimately  be dis-
 persed  in the environment and, because of degradation or dilution
 have  few long-term  effects,  they do pose an immediate hazard to
 life  and property downwind of the spill.  In addition, a hazard
 is posed to those responding to the spill who must remain in the
 area  for the duration of the incident.

      The vapor hazard from spilled  chemicals takes two forms:
 (1) the release of  toxic fumes that pose a life hazard even at
 low concentrations  (parts per million), and (2) the release of
 flammable vapors where minimum dangerous concentrations are
 usually above one percent.    Some chemicals may exhibit both
 hazards, but toxicity, with  its lower allowable concentration,
 will  be the controlling feature.

      The great difference in minimum hazard levels creates two
 distinct problems.   In the case of  flammable vapors,   small  in-
 crements of reduction can be meaningful.  For toxic materials,
 the ability to provide meaningful  mitigation of the hazard may
 only  lie with reduction of the equilibrium vapor pressure.
     T I
      "here are a number of possible vapor amelioration techniques
which have received consideration.  A review of techniques con-
ducted under U.S. Coast Guard sponsorship (Greer, 1976) shows
that a number of mechanisms are impractical  or ineffective for
field situations.  The techniques of mechanical covers, induced
air movement, vapor scrubbing and vapor phase reaction are in
these categories.  The techniques of foam cover and liquid phase
modification are the only methods which in their present state
of development have had any practical  demonstration and can pass
the criteria of cost, availability, deployment, and application.
The degree of vapor control that can be experienced has been
shown to be sufficient to be beneficial  where flammable vapors
are the hazard (Gross, 1980).   Where vapor concentration from a
spill  can be expected to be much greater than the TLV, signifi-
cant reduction of the toxic hazard does not  appear possible
within existing technology.

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     A promising mechanism of va,jor control is the use of a
coolant to reduce the temperature of the spill.   This method
would reduce the equilibrium vapor pressure and  the rate of
vapor release per unit time.

     This technique has been addressed in the prior referenced
Coast Guard program (Greer, 1976) and also in a  report to the
USEPA (Brown, 1980).   In neither study was any systematic in-
vestigation conducted.  On the basis of these studies, EPA
inaugurated a detailed program to evaluate the potential  of
cooling and if warranted to conduct a simulated  spill  scenario
to define feasibility.  This report presents  a comprehensive
documentation of the  work that was accomplished,  the  conclusions
reached,  and recommendations for further validation of the pro-
cedure including additional equipment evaluation.

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                             SECTION  2

                      SUMMARY  AND  CONCLUSIONS
     This  program  has  established  the  basic feasibility of  the
 cooling concept.   A  literature  review  and data evaluation pro-
 vided an extensive  list of  potential coolants.   Practical con-
 siderations of  cost, availability,  safety and field handling
 reduced the candidate  list  to four  materials: wet ice  (solid
 water), dry ice  (solid C02),  liquid C02 and liquid nitrogen.

     The application to spills  of  N2 and C02  in  their  liquid
 form can produce significant  reductions in the temperature  of
 the spill  but their  use is  accompanied by certain disadvantages.
 Both liquid C02  and  liquid  nitrogen produce a dense obscuring
 cloud above the  spill  surface.  While  this has the benefit  of
 providing  a nonflammable atmosphere above the spill, it has the
 disadvantage of  being  nonbreathable.   Effective  vapor  phase con-
 trol requires continued application of the coolant.   The boiling
 of the liquid coolant  can exaggerate the vapor release from tne
 spilled material.  There is a tendency of liquid C02 to sink
 into the spilled material,  restricting the amount of cooling at
 the surface.

     Liquid C02  can  be converted to solid C02 by expansion of
 the liquid to atmospheric pressure.  Conversion  efficiency  is
 only 15%,  however, and the  generation of the obscuring non-
 breathable cloud still  occurs.

     Wet ice has certain advantages but its cooling  ability is
 restricted.  The minimum achievable temperature  is only 0°C
 (32°F)  unless the ice  is super cooled prior to use.   Ice may
 react with some materials and will   increase the  volume of the
 spill.

     Laboratory  tests  showed dry ice to have the greatest po-
 tential  for effective,  persistent cooling with small  material
 losses  and minimal  cloud formation.  The best  results  were ob-
 tained  where the dry ice was crushed and applied as  an  aggregate
of particulates.

     The standard commercial form of dry ice is  a 25  cm (10 in.)
 square  block.   Large scale field application of  dry  ice requires
a mechanism to  crush the blocks  and apply the  particuiates to
the spill  surface.   After survey of commercial equipment and a

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 limited  testing  program  a  commercial  shredder/crusher  was  se-
 lected  to  convert  the  dry  ice  blocks  to  a  suitable  form.   The
 speed  of  rotation  and  the  configuration  of  the  tines were
 altered  to  achieve  a  reasonable  yield  of  particles  within  an
 acceptable  size  range.   The  size distribution  ranged from  fine
 participates  to  coarse material  of  0.635-1.27  cm  (1/4  to 1/2  in.)
 size.   Because of  sublimation  losses  which  averaged  15  percent,
 a  true  size  range  was  never  measured.

     Several  methods were  evaluated for  dispensing  the  crushed
 dry  ice  onto  the spill surface.   A  snow  blower  was  originally
 selected.   Its operation reduced the  effective  dry  ice  discharge
 to 65  percent of that  fed  to the crusher.   The  combination of
 snow blower/crusher was  not  an satisfactory  application device.
 The  dry  ice  discharge  distance was  insufficient to  permit  ope-
 ration  from  a single location  and the  machine  was difficult to
 maneuver around  a  spill.

     The crusher was then  combined  with  a pneumatic  conveyor
 consisting of an auger,  air  blower, and  a hose.   The auger fed
 the  dry  ice  particles  from the crusher into  an  air  stream  for
 delivery to  the  spill  via  the  hose.   This apparatus  was mounted
 on a wheeled  frame  to  provide  mobility but  the  hose  discharge
 of the dry ice allowed an  extended  discharge pattern from  a
 single location.   About  50 percent  of  the dry  ice fed to the
 crusher was effectively  applied  to  a  spill  by  the hose.

     Field tests  were conducted  using  diethyl ether as a haz-
 ardous spill  simulant.   Seven  hundred  liters (200 gallons)  were
 spilled into a 7.6  by 6.1 meter  (25 ft by 20 ft)  impoundment.
 Dry  ice was' charged at a rate  of  13.6  kg/min (30  Ib/min) for 30
 minutes with an effective application  rate  to the spill of 6.8
 kg/min (15 Ib/min).  The spill  temperature was reduced to about
 -60°C (-76°F) in  about 20 minutes.  The data showed that the
 diethyl ether vapor concentration in the  vicinity of the spill
 was reduced to 25 percent of the  pre-treatment value.  Due  to
 wind effects an absolute measure  of the vapor concentration re-
 duction could not be obtained.

     This program has shown that  dry ice  can significantly  re-
 duce the temperature of a spilled liquid  with a concomitant re-
 duction in the spill vaporization rate.  Crushing  commercially
 available dry ice blocks  to small particles and distributing
 these particles over a spill  surface can  be achieved with com-
mercially available equipment.    The equipment assembled and
modified for this program requires some further optimization  in
terms of operation, configuration and  materials of construction.
The tests conducted were  not  sufficiently extensive  to  clearly
 show practical, efficient operation  in a  real-time spill  scenario,
 but they do support continued investigation and further eva"!uatior
 of the  cooling concept.

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     It is reasonably clear that the cooling concept is primarily
for use on spills that pose a toxic vapor hazard rather than a
flammable/explosive vapor hazard.   It has been well  substantiated
that aqueous foams provide effective mitigation for  those ma-
ter ial's presenting a flammable hazard.   The use of fire-fignting
foams is a well  developed technology in common use by emergency
organizations.   Foam cannot provide the degree of vapor control
necessary where  toxic levels are in tne parts per million range,
however.  This  provides a basic guideline for further evaluation.

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                             SECTION  3

                          RECOMMENDATIONS
     The  continuing evolution of  the cooling concept for vapor
 suppression of  spilled  volatile chemicals rests  primarily on  its
 practicality  in  real-time  spill situations.  Although additional
 testing with  a  broader  range of chemical classes may be desirable
 along with a  more accurate appraisal of the degree of benefit
 provided, the first question to be  asked after acknowledging
 feasibility concerns logistic practicality and the first recom-
 nvendation is  to  address that question.  The first approach is to
 review actual spill scenarios to  determine if the cooling con-
 cept could have  been employed.  This should be done with know-
 ledge of  equipment and  material needs, the realities of deploy-
 ment, and the limitations  of maneuverability.

     The  availability of a piece  of equipment, even though
 limited,  allows  actual   response to  a real  spill   situations.   By
 assigning the current equipment to  a spill  response operation, a
 regional  emergency response unit  of EPA or a contractor response
 unit such as  EERU, it would be available for deployment in a
 spill situation.  As an alternate to that,  the assigned unit
 could conduct mock up spill response based  on  real-time situations
 to determine  practicality.  Such  evaluating procedures would be
 conducted concurrently  with the theoretical  analysis.

     Should the  analysis of the practical  aspects of the cooling
 concept be positive, the next recommendation is   for equipment
 modification.   The unit developed in this  program has  a practical
 limit of  13.6 kg (30 Ib) per minute dry ice feed.  This limit is
 imposed basically by the size of  the auger  and the configuration
 of the  hopper.   More rapid feed through the crusher causes ma-
 terial  buildup in the hopper which  results  in  bridging over  the
 auger.   This blocks further material feed  into the auger.

     Some mechanical  improvement appears possible by changes  in
 the  size of the  hopper,  the slope of the hopper  walls  and  the
 capacity of the  auger.   There would appear  to  be  limitations  on
 the  size increase the equipment can experience without affecting
ease of deployment and  maneuverability.  Thus  consideration  needs
 to be given  also to devices which prevent  bridging such  as  vi-
brators,  moveable vanes  or similar devices  mounted within  the
hopper.

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      A  second  area  for  mechanical  improvement  is  in  the  configu-
 ration  of  the  crusher.   The  current  unit  uses  a  hammermill  design.
 It  produces  a  large  number of  fines  which  tend  to  fully  sublime
 in  the  discharge  hose.   A  reduction  in  fines would  increase  the
 effective  discharge  percentage,  while an  increase  in  the  number
 of  coarse  particles  would  assist  in  the uniformity  of  the dis-
 charge  pattern  and  the  projection  distance.  The  potential  bene-
 fits  would appear to  justify an  examination of  different  arrange-
 ments or spacing  of  tines  or the  substitution  of  spikes  in  place
 of  the  tines.

      Certain material changes  have been indicated.   It is certain
 that  a  review  should  be  made of  hose materials  which  remain
 fairly  flexible at  the  temperatures  experienced  in  the discharge
 line.   Low friction  materials  may  be a  benefit  on  the  sides  of
 the  hopper.

      The final  recommendation  concerns  the applicability  of  the
 concept to chemical  classes.   There  is  the temptation  to  recom-
 mend  more  extensive  testing  to establish  in quantitative  terms
 the  degree of  vapor  control  that  could  be  achieved.  There  is a
 question as  to  how  successful  such efforts would  be.

      The rate  of  vapor  release from  a spill is  dependent  on  its
 equilibrium  vapor pressure.  The amount of vapor  released is in-
 fluenced by  time, the size of  the  spill  surface,  the wind ve-
 locity  and to  a lesser  extent  by the depth of the spill and  the
 topography of  the area.   Since each  spill   scenario  is different,
 the most meaningful  data is the degree of  temperature reduction
 that  can be  achieved.  This will  be  influenced  by the ambient
 temperature  and probably by the depth of the spill and the wind.

      Thus  it would seem  that additional  evaluation should first
 look  to the  possibility  that the application of the dry ice  re-
 sults in a  reasonably constant temperature reduction.  If this
 is the  case  it also allows the determination of which materials
 can be  converted to solids.

      Regardless of whether constant temperature reduction is
 likely,  it  seems questionable whether effort should be expended
 to attempt  to interrelate spill size, ambient temperature and
wind with the degree of  reduction which  can be effected in the
 downwind vapor concentration by applying dry ice to the spill.
At this  point in time such a  recommendation does not appear
justified.

     Consideration should be  given to classes  of materials which
respond  differently  to temperature than  the simulant material.
Three classes warrant consideration:  1)  those  which would solidify,
2) those whose  boiling point  is below ambient,  and 3) those  which
fume in  moist air.

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     Based upon  thermodynamic  theory  it would be expected that
 the temperature  of materials solidified by the application of a
 coolant would not be significantly reduced below their freezing
 point.  The combination of  the heat of fusion and the poor heat
 transfer expected between the  subliming dry  ice and the solidi-
 fied spill would appear to  preclude measurable temperature re-
 ductions below the freezing point.  This assumption needs to be
 validated, however.

     With liquefied gases the  question is how significant will
 the heat of vaporization be in affecting the degree of cooling
 that can be achieved.  Materials such as chlorine and vinyl
 chloride monomer would be likely candidates  for study.  An in-
 vestigation of such materials  is recommended.

     Materials which react  with water and are not amenable to
 control by dilution with either water or foam may also be candi-
 dates for vapor  control by  cooling.  Typical  materials are sulfur
 trioxide and anhydrous hydrogen fluoride.   This type of material
 reacts strongly  with water  and direct application sorely aggra-
 vates the vapor  release.   Foam is a better mechanism for dilution
 but does not provide any short term benefits  in vapor control.

     Cooling with dry ice might have a benefit beyond simple
 cooling.  Because of its  density it tends  to  displace the air
 above the spill.   The moisture is also displaced.   Reduced
 vaporization could be helpful   if only in controlling visibility.

     The opposite situation  may occur, however.   In  the field
 tests with diethyl  ether,  ice  crystals appeared in  the liquid.
 It is probable that some  of  this resulted  from fractional
 crystallization of the water impurity in the  ether.   It is also
 possible that  some of it  developed due to  condensation of the
moisture in  the air.   If  such  condensation is significant, the
 precipitation  of  water ice into reactive materials  would  work
against cooling due  to the heat of reaction  or solution.   It  is
 recommended  that  some analysis  be made of  these possible  com-
peting  effects.

     These  recommendations  were derived  from  the  work  to  date.
With  more  knowledge,  other  recommendations may become  obvious.

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                             SECTION  4

                           PROGRAM  PLAN
      The  program  had  as  its  objectives  the  development  of
mechanisms  to  modify  the  vapor  hazard of  spilled  volatile  chemi-
cals  through  reduction of  the  surface temperature  of  the spill.
The plan  to  implement  that program  had  three  phases --  the
evaluation  and  selection  of  coolants, the development of equip-
ment  to dispense  the  coolant,  and a field demonstration of the
fully developed system.

PHASE I - COOLANT  EVALUATION AND SELECTION

      The  first  phase  covered six months of  effort  and was  sub-
divided into  three main tasks.  To  some extent the tasks over-
lapped each other  rather  than  running consecutively.

      The  first  task defined  the available coolants.  All po-
tential candidates were identified, their physical and chemical
properties  compiled and refrigeration capabilities identified.
These values  allow definition of theoretical  capabilities of
each  candidate.  Other factors which influence the practical
capabilities  including on-site generation,  long-term storage
considerations, system costs, materials losses during appli-
cation, potential   environmental effects and heat transfer
efficiencies  under field conditions were identified and assessed.
This  task encompassed an eight week period.

      The  second task evaluated each candidate using the data
acquired  in the first task.  The evaluation was conducted with
consideration of two additional factors, spill size and the type
of vapor  hazard: flammable or toxic.  Based upon existing know-
ledge best coolant candidates differed markedly as a function
of these  two factors.   This task covered six weeks, beginning
in the sixth week  of the phase.  It was  expected that at the
end of task two there would be certain factors which could  bene-
fit from  further clarification.  Environmental effects and  heat
transfer  efficiencies  were anticipated to  be  in that category.

     The  third task entailed  the conduct of limited laboratory
tests  using representative volatile chemicals to provide the
desired  clarification.  These tests were conducted over a  ten-
week period beginning  in  the  tenth  week  of the phase using  a
test procedure previously successfully employed in assessing

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 other  forms  of  vapor  hazard  mitigation.

     Upon  completion  of  the  third  task,  specific  selections  were
 made of  coolants  deemed  most  pro in ising.   A  report  defining  this
 coolant  and  reasons for  its  selection  was  submitted  to  the  con-
 tracting officer.   This  report  set  forth  the  requirements for
 effective  application  of the  coolant.   This  included  equipment
 specifications  and  a  specific and  detailed  program to develop
 this equipment.   This  served  as a  detailed  plan for  Phase II and
 supplemented  this program  plan.

 PHASE  II - EQUIPMENT  DEVELOPMENT

     The selection  of  the  coolants  and  delineation of the re-
 quirements of the equipment  for application  allowed  the second
 phase  to be  initiated.   In this phase,  conducted  in  five tasks
 over a 9-month  period, equipment to dispense  the  coolant and
 apply  it to  the spill   surface was developed.

     The first  task provided  a  review  of  commercially available
 equipment  to  determine if  the requirements  could  be met with
 existing units.  This  review  surveyed  a broad range of  equipment
 designed for  similar applications.  This  task encompassed a
 period of  8  weeks starting in the 30th  week of the program.

     In the  second  task  a  specific  equipment  design was evolved
 and the necessary equipment components  acquired.  Where possible,
 commercially  available components were  employed.  Modifications
 or fabrication  of nonstandard items were accomplished as required
 to build the  equipment to meet  the  preset requirements  including
 safe operation  under real-time  spill conditions.  This  task was
 conducted  over  a period  of 10 weeks starting  in the 34th week of
 the program.

     As purchased or fabricated parts were received,  equipment
 fabrication was initiated.  Assembly began in the 42nd week  of
 the program and continued for 18 weeks.

     Upon  completion of  task three, the fabricated equipment was
 operated under  simulated conditions.  Modifications and  changes
 were made  as  indicated during the shakedown operation.  This work
 comprised  task four  and was conducted over an 8-week  period
 starting in the 60th week of the program.

     With the determination that the developed equipment met de-
 sign specification,  the final task was initiated.   In this  task
manuals were  prepared  for the operation, maintenance  and trouble
 shooting of the equipment.   Suppliers and parts  lists were  pro-
 vided  for each individual component in the assembly.   This  task
covered 4 weeks beginning with the 68th week of  the program.
                               10

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PHASE III - FIELD DEMONSTRATION

     Upon completion of the equipment development phase a full
scale field demonstration was conducted using a simulated vola-
tile hazardous material.  This phase conducted over 8 weeks com-
prised three tasks.

     The first step  was a detailed plan and procedures for con-
ducting the field demonstration.   With approval of the plan, the
field test was set up and conducted.  This test verified the oper-
ation  of  the equipment, the efficiency of the coolant material
and recommended mechanisms of spill  removal.   Full documentation
was made of the data gathered along  with photographic documen-
tation of the test operations.  These tasks took 6 weeks starting
in the 70th week of  the program.

     The final  task  conducted over the final  four weeks of the
program was the preparation and submission of a comprehensive
technical  report covering the total  effort on the control.   A
film documentation of the field demonstration in the form of
slides and a narrated 16 mm film  was included with the final  re-
port.

     This  submission concluded the program with the  exception of
those changes  which  might be required in the  format  or contents
of the final report.
                              1 1

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                             SECTION  5

         COOLANT  IDENTIFICATION,  EVALUATION  AND  SELECTION


      The  objective  of  this  first  phase  of  the  program  was  the
 selection  of  coolants  that  possessed  the correct  combination  of
 properties  to  cool  and  reduce  the  vaporization  rate  of  hazardous
 material  spills.

 IDENTIFICATION AND  SELECTION OF  COOLANTS

      If  cooling  the  spilled  material  is  considered as  a general
 refrigeration  process,  then  any  substance  capable of going
 through  the Joule-Thompson  cooling cycle could  be considered  as
 a  candidate to be used  in the  proposed  system.  A listing  of
 materials meeting this  criterion  resulted  in 60 candidate
 coolants.   The fact  that the coolant  system  is  being designed
 for use  as  a  response  to spills  of hazardous materials  sets
 safety as an  initial consideration.   Applying the criterion that
 the coolant should  not  contribute  a  health  or safety hazard at
 any time  during  the  spill response,  the  removal or ultimate dis-
 posal of  spilled substances  reduced  this to  50  materials.  Six-
 teen  others were rejected for  logistic  reasons, which  included
 available in  quantity,  transportaole, and ability to handle with
 a  minimum of  training.

 Physical  and  Chemical  Properties

      For  the  34  substances  identified in the prior task, a list
 of properties were collected as given below:

         Boiling point           Critical properties
         Freezing point          Threshold  limit values
         Heat of fusion          Liquid density
         Heat of vaporization    Vapor density
         Flammability limits     Cost

     The sources used in collecting these data  included the
 Handbook of Chemistry and Physi(^s_  (1978), Bureau of Mines B u 1 1 e -
 tin No.  503, National Fire Protection Association Fi^re Cp_d_es ,
 Vol.  13, No. 325M,  the 1978 Edition of Threshold Limit Values
 fo_r Chemical Substances and Physical  Agents in	the Workroom En -
 v i r o n m e n t, technical information circulars  supplied  by manu-
 facturers and  technical papers  in which properties for individual
materials were reported. Costs  were calculated on the basis of

                               12

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 prices  quoted  for  ton  quantities  of  the  cooling  materia"'.   These
 data  were  compiled  into  the  format  shown  in  Table  1  to  facili-
 tate  correlation and  evaluation.

 Preliminary  Evaluation

      A  screening process  was  initiated to  select the most pro-
 mising  coolants from  among the  34 candidates.  Using the cri-
 teria of cooling capability,  availability, safety  in handling
 during  both  application  and  cleanup, and  the environmental
 acceptability, the  candidates were  given  a merit rating.

      Three other factors  were acknowledged as  important.  These
 were  application efficiency,  the  ratio of  coolant  used  versus
 the amount which reaches  the  spill  surface;  logistics,  the  de-
 ployment of  equipment and materials  to the spill site and sub-
 strate  heat  loads,  heat  inputs  from  the  ground or  containment
 structure.   Because they  were difficult  to measure, they could
 only  be assessed in general  during  this  preliminary evaluation.

      Materials costs were calculated and  have  been shown in Table
 1.  They were  not a consideration in the  initial screening, how-
 ever.

 Cooling Capabilities --

      Cooling capacity can be calculated as the combination  of
 the available  sensible heat of  the coolant and the latent heat
 resulting from any change of state that may occur.   These values
 are provided as part of the coolant  properties given in Table 1.

      The available cooling capacity  basically determines the
 volume of coolant required in any spill situation.   The true
 effectiveness  of a coolant is the ultimate temperature which can
 be obtained  by its use.  These  two factors, cooling capacity and
 minimum achievable temperature,  determine the basic capability
 of any material to be an effective coolant.

     To the  above factors must  be added application efficiencies.
 During handling and delivery of  coolants  to the spill  surface
 certain losses will  occur.  The  greater these losses are, the
 poorer will  be the total  cooling capacity.  The efficiencies
 cannot be accurately assessed without some experimental  data.

Availability and  Storage Characteristics  --

     Availability is defined  in  terms of  ready  supply in large
quantities  through  the U.S.  on fairly short notice.  It  was
clear  that  many of  the materials in  the list  of candidates  could
not meet this requirement.

     As  an  alternate to availabiity, the  potential  of storing

                               13

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 materials  at  strategic  sites  or  including  such  storage  within
 the  resources  of  spill  response  units  was  considered.   In  this
 case  long  term  storage  in  low  loss,  low maintenance  facilities
 was  a  necessary requirement.

 Safety  and  Environmental  Effects  --

      One of the major requirements  set forth  early in the  pro-
 gram  was that  the  coolant  should  not contribute  to the  inherent
 hazard  of  the  spill.  This  requirement referred  to the  coolant
 as any  possible interaction of the  coolant with  the  spilled ma-
 terial  or  the  environment,  and to the  ultimate  disposal of the
 spill  contaminated  debris  or  residues.

      A  number  of  chemicals, as listed  in Table  2, were  rejected
 as coolants because of  their  inherently hazardous nature.  Other
 potential  coolants, with  safety or  environmental deficiencies,
 were  not initially  deleted  since  they  were considered to be less
 hazardous  than the  potential  spill materials  and might  provide
 benefits that would offset  their  disadvantages.  A final de-
 cision  on  these coolants  required an in-depth review and com-
 parison with other  candidates.

 Selection
     Although the collection and compilation of data concerning
cooling materials was done on an individual basis, in the early
portion of the selection process it was clear that some screen-
ing could be made on the basis of chemical classification. These
broad classifications included: rare gases, oxygen-containing
cryogens, general organic materials, freons, commercial  re-
frigerants and hydrocarbons.

Rare Gases --

     The limited availability and cost of the rare gases are the
major problems associated with their use.   Although logistical
problems may be encountered to varying degrees with all  cooling
materials, the rare gases have the greatest problem and  are not
considered convenient materials to be used for spill  response.

Oxygen-containing Cryogens --

     Liquid air and other cryogenic materials that contain
oxygen  were rejected as  coolants because of their potential  re-
activity with many substances considered to be in the low-boiling,
hazardous materials category.

General  Organic Materials --

     Materials,  such as  alcohols and ethers,  which can  be  con-
sidered  within a  general  classification of organic materials,

                               15

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      TABLE 2.   HAZARDOUS MATERIALS WITH
        ACCEPTABLE THERMAL PROPERTIES
Vinyl Chloride                   B.P.   -13.9°C

Cyanogen Gas                     B.P.   -20.5°F

Boron Trimethyl                  B.P.   -20°C

D i s i 1 a n e                         B.P.   -14 . 5 ° C

Methyl Phosphine                 B.P.   -14°C

Methyl Amine                     B.P.   -6.5°C

Bromo Amine                      M.P.   -7°C

1,2,3,4 Tetramethyl Benzene      M.P.   -6.25CC

Hydrogen Cyanide                 M.P.   -13.4°C

Methyl Nitrite                   M.P.   -17°C
                     1 6

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 were  rejected  as  contributing  to  health  and  safety  hazards  to-
 wards  response personnel  and  the  general  public.   Pure  hydro-
 carbons,  such  as  the  alkanes,  were  tentatively  rejected  as
 coolants  because  of  their fla mm ability.   The  tentative  status
 was  used  since the  hydrocarbons  could  be  applicable  if  the  use
 of a  hydrocarbon  coolant  did  not  add  to  the  hazard  already  pre-
 sent  because of  the  spilled material.  Because  less  hazardous
 candidate  materials  were  found  that  possess  a cooling capability
 equal  to  or  better  than  that  provided  by  hydrocarbons,  the  hydro-
 carbons were ultimately  rejected.

 Freons  --

      Freons  (chlorofluorocarbons) were initially  set aside  in
 case  no viable. candidate  coolants could  be defined.  Ultimately,
 the  freons were  rejected  because  of  present  concerns and  liti-
 gations surrounding  their impact  upon  the environment.   The  pro-
 duction of these  chemicals may  be limited and open  end  uses,
 such  as would  be  envisioned for  spill  response, have been cur-
 tai 1 ed .

 Commercial Refrigerants  --

      Commercial ref r i g.eran ts ,  such as  ammonia,  methyl chloride
 and  sulfur dioxide have  been rejected  as  health and safety
 hazards.   Their use as spill coolants  could  be  considered for
 enclosed areas, but probably would require measures to  reclaim
 or otherwise recover  the  coolant  for acceptable disposal.
Miscellaneous Coolants --

     Slurry mixtures of carbon dioxide particles in liquid
nitrogen or argon and some procedures for producing them have
been patented by Smith and Townsend  (1968).  The claims made for
these slurries imply that they could be considered alternatives
for this investigation.  Action on such mixtures was deferred in
this program since it would require working with patented ma-
terials and procedures.

     Sulfur hexafluoride possesses favorable ther mo physical
properties.  Although it has an identifiable toxic i ty ,  the TLV
is high at 1000 ppm.   After detailed consideration it was de-
cided that the use of large quantities in a spill situation
could result in unsafe  downwind concentrations of the  hexa-
fluoride.   This,  coupled with uncertainties of availability  and
cost, resulted in rejection of sulfur hexafluoride from con-
sideration.

Refrigeration Systems --

     In addition  to  specific coolant materials, consideration
was given  to two  approaches which  fall  in the category  of re-

                               17

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 frigeration  systems.   Water  or ammonia absorption systems and
 steam-jet  refrigeration  units with large cooling capacities are
 available  which  provide  safe, dependable cooling.  They do not
 present  environmental  problems,  but they are large and can re-
 quire special  services such  as high pressure steam.  Because of
 logistic problems,  size, weight, services, etc., such systems
 for  field  operations were deemed impractical.

 Acceptable Coolants

     The consideration of toxicity, f1ammabi1ity , cooling cap-
 acity and  availability already discussed in  this section re-
 sulted in  the  elimination of most of the materials appearing in
 Table 1.   Four candidate cooling materials remained for further
 evaluation:  liquid  nitrogen, liquid carbon dioxide, solid carbon
 dioxide  and  water.

 Wet  Ice  --

     Water is  the most innocuous of all  the materials considered
 It should  present neither health nor safety  hazards as a result
 of its use in  quantities that would cool  a typical  spill.   Water
 could be used  in either'  the  liquid or solid state,  but a sub-
 cooled solid form would  be the most effective means for cooling
 a spill.

     There are three possible problem area which can arise with
 the  use  of water as the  cooling material:  1)  the total  liquid
 volume of  the  spill would be substantially increased,  possibly
 causing  excessive spread or overflow of  containment devices,
 2) the perceptible  heat  load could be increased  by  the heat
 capacity of  the water,  and 3) exothermic  reaction between  the
 water and  the  spilled material.

     These problems could restrict the  use of water ice as a
 coolant on some spills.  Many hazardous  materials are  miscible
 with water,  however.  Dilution with water  could  offset the
 stated difficulties.  Assessment  of these  effects would require
 experimental  measurements.

 Carbon Dioxide --

     Carbon dioxide has acceptable  thermophysical  properties
 for the  proposed  application, and has  the  additional  benefit  of
 being a  refrigerant.  It  could be used  in  either the  solid or
 liquid state.  Storage  as a  liquid  permits  the  use  of  its  re-
frigerant properties to minimize  storage  losses  anc  allow  long
term  storage  at remote  locations.   Solid  C02  is  commercially
available,  however,  in  a  multiplicity  of  locations  within  the
U.S.

     The  application of large volumes  of carbon  dioxide  to a

                              18

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 spill  will  result  in  the  generat  on  of  large  volumes  of  CO2  9as
 over  the  spill.  This  can  have  both  desirable  and  undesirable
 effects.   The  gas  would  remain  close  to  the  surface  to condense
 the vapors  of  the  hazardous  material  and  would  inhibit the  ig-
 nition  and  burning  of  the  spill vapors,  if  they  were  flammable.
 On the  other hand  the  carbon  dioxide  vapor  presents  a problem
 for response personnel since  its  density  could  result in  the for-
 mation  of  an obscuring and nonrespirable  gas  mixture  in  the  spill
 vicinity.   This  would  require the monitoring  of  ambient  oxygen
 concentrations.

 Liquid  Nitrogen  --

      Liquid nitrogen  has  the  potential  to cool most  low-boiling,
 hazardous  materials below  their freezing  points  which could
 facilitate  their separation  and removal  from  the ground.

      Liquefied nitrogen  has  the unique  characteristic among  the
 candidate  coolants  selected  for responding  to accidental   spills
 of being  less  dense than many of  the  low-boiling,  hazardous  ma-
 terials.  It would appear possible, therefore, to float this
 coolant on  the surface of many  spills and take advantage  of  the
 insulating  properties of the  hazardous materials to  reduce heat
 transfer  to the  ground beneath  the spill.  The total heat load
 might  thus  be  significantly  reduced.

      Storage and dispensing of  liquefied nitrogen would present
 some  difficulties or require  some specialized equipment,   but
 both  equipment and experience are available from present   com-
 mercial manufacturers.

      Liquefied nitrogen has the problem of creating a non-
 respirable gas mixture and obscuring cloud in the spill  vicinity.
 Nitrogen is a  simple asphyxiant and would require large volumes
 and poor mixing to create health hazards, but monitoring  ambient
 oxygen concentrations  would be necessary for safe operation.

 EVALUATION OF  COOLANT  SYSTEM CHARACTERISTICS FOR SPILL
 APPLICATION

     An outline of the factors influencing the temperature of
 accidentally spilled materials is  presented in Figure 1.   The
 temperature of the spilled material, which is the primary con-
 cern  of this program,  is  shown to  be directly related to  its
 environment, its  own thermophysical  properties, and the  amount
 spilled.  The presence of the coolant and the ratio of the two
 sets  of thermophysical  properties  and amounts determine  the rate
at which any temperature  change  occurs and the ultimate  tempera-
ture  which can  be attained.

     Factors affecting the temperature of a  spilled material
have  been  divided into two categories:  1)  those which  are

                              1  9

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 considered  to  be  uncontrollable,  and  2 )  those  which  are  subject
 to  some  degree  of control.   The  factors  which  are  considered  un-
 controllable  in  accidental  spills  of  lew-boil ing,  hazardous ma-
 terials  include  the  environmental  factors  such  as  season,  wind,
 rain,  location,  substrate  characteristics  and  structure  and the
 spill  itself,  including:  amount,  rate  of spillage,  vapor  pres-
 sure,  heat  of  vaporization  and  thermal  conductivity.

      Representative  values  were  selected for  these  factors to
 establish a  range of  conditions  under  which a  proposed cryogenic
 cooling  system  could  be  applicable.

      Nine factors associated  with  the  effectiveness  of a  coolant
 are  included  among those  which  are  considered  controllable. They
 play  an  integral  part  in  selecting  a  cooling material.   These
 factors  include  the  amount  of coolant,  its rate and  effective-
 ness  of  dispersal, phase  transition temperature, latent  heat of
 phase  change, effective  rate  of  heat  transfer,  liquid or  vapor
 density  and  solubility or miscibility with the  spilled material.

 Heat  Transfer Assessment

      Two separate  approaches may be used to define heat  transfer
 within an accidental   spill  treated  with  a  cryogen.    The  rate can
 be estimated by theoretical approximations, or  it can be measured
 under  simulated conditions.  Theoretical approximations may be
 made  with standard heat  transfer equations, or more  refined
 estimates can be  made from  models,  such  as described by  Bell
 (1978),  which require computer calculations.

      Basic heat transfer calculations yield heat transfer rates
 of 3300  Kcal/m2hr  (1230 BTU/ft2hr)  during  the initial cooling,
 and 950  Kcal/m2hr  (350 BTU/ft2hr) to maintain the cooled con-
 dition.

     The alternative approach for defining a  typical heat load
 is a pragmatic evaluation of experimental data published con-
 cerning  spills of cryogens.  These  data  have  been reported by
 Drake  and Reid (1975), Kosky and Lyon (1968)  and Board,  et al
 (1971).  The data reported  for boiling rates  have been measured
 in various units  of heat transfer,  but generally fall within  the
 range of 2,000 to 11,000 Kcal/m2hr  (740  to 4060 BTU/ft2hr).

     The work published by  Drake and Reid  (1975) is a synopsis
 of experimental  data  obtained from  spills of  a liquefied natural
 gas on various substrates.  These data are fitted to the equation:

         q = A t1/2

 in which q is the heat transferred, t is the  time from initial
spillage in  hours and A is an experimentally  fitted constant.
Values of A,  obtained for typical  substrates  vary considerably,

                              21

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 but  generally  fall  in  the  range  cited  above.

      This  extensive  range  of  heat  transfer  rates  indicates  the
 variability  which  would  occur  under  ambient  conditions.   Since
 the  objective  of  this  program  is  to  establish  the  working
 parameters for  candidate  systems  to  treat accidental  spills,
 the  task  of  selecting  a  representative  heat  transfer  rate  in-
 cluded  the selection of  realistic  conditions while  retaining  a
 reasonable safety  factor.

      The  approach  used an  analysis of  experimental  data  with
 conservative estimates where data  were  unavailable.   A  heat
 transfer  rate of  6700  Kcal/m2hr  (2460  BTU/ft2hr) was  selected
 to apply  during the  first  half hour  and  a rate  of  approximately
 2000  Kcal/rn2hr  (740  BTU/ft2hr) to  maintain  a steady state  con-
 dition, for  the remaining  three  and  one-half hours  of the  pro-
 posed  spill  response operation.  These  are  clearly  and  purposely
 higher  than  the rates  obtained from  the  calculations  noted  above
 These were selected  to insure a  conservative situation.

      The  assessment  of candidate cryogens,  as cooling materials,
 was  simplified  by  using two assumptions: 1)  the average  specific
 heat  of the  spilled  hazardous material  is 0.5 cal/g°C and  2)
 the  cooling  capacity of candidate  cryogens  will be  approximated
 by the  latent heat of  the  phase  change  with  subsequent  corre-
 lations of these cooling capacities  by  converting  thermal  data
 into  cost.

 Estimation of Coolant  Potential
     Estimations of the potential of coolants on spills of
hazardous materials were made by comparing equilibrium vapor
pressures at two temperatures, 0°C and 25°C  (32°F and 77°F).
The purpose of this exercise was to determine the degree of
benefits which would accrue by cooling to 0°C (32°F) and con-
versely to assess the need for lower temperatures for meaning-
ful mitigation of the vapor hazard of spilled materials.  These
comparisons provide a common basis from which to make general
comparisons of the various cooling materials but are insufficient
for estimating efficiencies or calculating vaporization rate re-
ductions.

     Representative hazardous materials were selected for this
evaluation of coolants.   These materials and the properties
needed for estimating coolant effectiveness are presented in
Table 3.  Effectiveness  must reference defineable end points.
The f1ammabi1ity limits  and TLV of the hazardous materials were
selected as the reference points.  Lower flammability limits
would average about 1  percent vapor concentration,  which would
correspond to  an  equilibrium vapor  pressure  of  approximately 7
torr.   Threshold  limit  values  are in  the  range  of 10 to  100 ppm,
which  corresponds  to  equilibrium  vapor  pressures in  the  range of

                              22

-------
 0.01  to 0.1  torr.  Assessment of  tt,e  relative effectiveness of
 coolants  is  also influenced by  the  average vapor concentrations
 which would  cause  asphyxiation.  Asphyxiation would require a
 coolant vapor  concentration greater than  12 percent, which would
 correspond  to  a vapor  pressure  of approximately 90 torr.

      The  vapor pressure comparisons shown in  Table  3 show that
 cooling to  0°C (32°F)  can reduce the vapor levels of most ma-
 terials below  their  lower flammable limit.  There are other more
 universally  available  techniques, foam blankets and direct water
 dilution, which are  equally effective in  mitigating the flammable
 vapor hazard.

      For  cooling to  be a useful mechanism of vapor control, with
 the anticipated difficulties of logistics and field operation
 along with  cost, it  must provide benefits beyond those of pre-
 sently available techniques.  It would be desirable to reduce
 vapor concentrations below the TLV  but this may not be possible
 for all  materials  under any set of  conditions.

      Based  upon the  assessment of the coolants system require-
 ments, it was decided  that 0°C  (32°F) was the maximum tempera-
 ture  which  could be  considered.  The preference was for a coolant
 system which could produce subzero  temperatures at the surface
 of a  spilled material.   This did not result in the elimination
 of water  ice from  consideration but it prejudiced  the selection
 towards  liquid nitrogen and the two forms of carbon dioxide.

 LABORATORY STUDIES  FOR DATA CLARIFICATION

     To  complete the process of selecting coolant  candidates,
 experimental data  were required.  The experimental  investigations
 undertaken had two  objectives:

          1)   to observe the characteristics  and
             results of placing candidate coolants
             on representative, hazardous materials

         2)   to provide information on  the relative
             effectiveness  of  the candidate  coolants.

These  investigations included  the measurement  of cooling  and
heating  rates,  minimum  temperatures, vapor concentrations,  and
evaporation  rates.   The materials selected as  hazardous  spill
simulants  were  readily  available, and  were considered  representa-
tive of  compounds  which might  be encountered  in  a  typical  spill
response  situation.

Determination of  Achievable  Temperatures

     The  first  series of  tests  was  done  in the  apparatus  shown
in Figure  2a to observe the  behavior of  the  candidate  coolants

                              24

-------
            Optional     n
            Thermometer h
                        II
                        1
                                     Stainless
                                     Steel
                                     Screens
                                     Sifter
                                     Filler
                                         Hazardous Material
                                         Stainless Steel Dish
                      a. Time-Temperature
          Glass Ampoule
          Container
                   Hazardous
                   Material
 JL
b. Vapor Concentration
                                           Exhaust Hood
                                         Pyrex
                                         Dish
                                           Balance
            Hazardous
            Material
c. Evaporation Rates
        Figure  2.    Laboratory  test  apparatus
                               25

-------
 and  the  representative  hazardous  spill  materials  when  they  were
 placed  in  contact.   One  hundred milliliter  (3.38  02)  samples  of
 acetic  acid,  gasoline,  methylene  chloride,  lacquer  thinner,
 naphtha,  toluene  and  vinyl  acetate  were  placed  in  the  10  cm
 (3.94  in.)  diameter,  stainless  steel  dish.   A  9.5  cm  (3.74  in.)
 diameter  sifter  filler  was  positioned  about  7  cm  (2.76  in.) above
 the  liquid  surface  to  deliver  a homogeneous  layer  of  solid  water
 or  carbon  dioxide  particles  to  the  liquids  in  the  dish.   Liquid
 nitrogen  was  poured  over  the  surface  from a  weighed Dewar flask.

     The  amount  of  each  coolant used  in  the  tests  was  calculated
 to  remove  approximately  1200  Kcal/m2  (135 BTU/ft2)  over a 1/2
 hour time  span from  the  liquid  samples  in the  stainless steel
 dish.  The  total  amount  of  coolant  was  added within the first
 1/2  to 2  minutes  of  the  test,  however.   Coolant loadings  used
 for  the tests were  about  1.5  g/cm2  (3.1  lb/ft2) for wet ice,
 1 g/cm2  (2  lb/ft2)  for  solid  carbon dioxide  and 2.4 g/cm2 (4.9
 lb/ft2) for liquefied nitrogen.

     The  temperature of  the  spill  simulant was measured with a
 low  temperature  thermometer  placed  at  the rim of the stainless
 s t e e 1 d i s h .

     Minimum  temperatures were achieved  in approximately  5 to 8
 minutes with  wet  ice (subcooled to  -18°C [0°F]), in about 1/2
 to 5 minutes  with solid  carbon dioxide,  and  in about 1 to 3
 minutes with  liquefied nitrogen.  The observed minimum tempera-
 tures of  the  spill  simulant differed by  an order of magnitude
 depending on  the coolant  used, i.e., for wet ice -8 to -12°C
 (18  to 10°F), for dry ice -50 to  -75°C  (-58  to -105°F) and for
 liquefied nitrogen  -150  to -180°C (-238  to -292°F).  Attempts
 to increase the cooling  rate and/or reduce the minimum tempera-
 ture obtained by using salt water ice rather than subcooled ice
 were not beneficial.  Typical time-temperature curves  are shown
 in Figures 3,4,5 and 6.

     The cooling rates observed in  these tests indicate that a
 suitable performance level can be  attained if the coolant can  be
 dispersed evenly over the spill area.   Heat transfer rates,  calc-
 ulated from the amount of materials  used and the observed tempera-
 ture changes,  were in the range of  500 to 4500 Kcal/m2hr (180
 to 1660 BTU/ft2hr).   These rates are in the lower part of the
 theoretically calculated  range, but  were measured on small scale,
 experimental test units.

     The minimum temperatures obtained with subcooled, wet ice
 were about -12°C  (10°F).   This would be adequate for reducing
 the  flammability of such materials as  isopropyl  ether, methyl
 ethyl ketone and  some lacquer thinners, that have flash points
 exceeding  -12°C  (10°F).   This minimum  temperature would not  be
maintained throughout the four-hour  response operation and would
 be inadequate  to  reduce  the  flammability of materials  such as

                               26

-------
                                                       D
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   o

   (D
   CD
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   E
   CO
                                                               60
                                Time, minutes
Figure 4.  Time-temperature  changes observed when carbon  dioxide
        was placed on  representative hazardous materials.
                               28

-------
o
o

CD

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03
i—
CD
d

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   -125 -
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   -200
                                                               30
                             Time, minutes
 Figure  5.   Time-temperature changes observed when liquefied
    nitrogen placed on  representative  hazardous materials.
                              29

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oo
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wou
 acetaldehyde ,  acetone,  isopropylamine,  ethyl  formate  or  gaso-
 1 i n e s .

      The  minimum  temperatures  obtained  with  dry  ice were  near
 its  sublimation  temperature  of -78°C  (- 10 9 ° F).   This  minimum
 temperature would  be  adequate  for  reducing  the f1ammabi1ity of
 most  materials  (gasoline  -41°C [-41°F]),  but  would  have  to  be
 considered  a  diluent  for  liquefied  fuel  gases.

      The  minimum  temperature obtainable  with  liquefied  nitrogen
 	Id  provide  the  most  protection  against  ignition  and  would
 approach  the  TLV  for  many  hazardous materials.   Some  uncertainty
 remains regarding  the  reduction  of  the  spill  vapor  concentration
 during  the  initial  cooling phase.   Soon  after the addition  of
 coolant to  the  spill  simulant,  the  smell  of  the  vapor from  the
 spill  was noted to  intensify.   This may  be attributed to  the en-
 train ment of  droplets  of  spill  simulant  in the vigorously bubbl-
 ing coolant gases  produced by  the  rapid  phase-change  caused by
 the initially  large spill-coolant  temperature difference.  The
 general test  results  are  compiled  in Table 4.

 Determination  of Achievable  Vapor  Concentration

      A  series  of tests  was conducted with the apparatus shown in
 Figure  2b, to  measure  the  influence of candidate coolants on
 vapor  concentrations  over  a  simulated spill.  Acetone was se-
 lected  as the  representative soil! material,  because  it has an
 appreciable vapor  pressure (175  torr at  20°C  [ 6 8 ° F ] ) , a relatively
 high  threshold  limit  value (1000 ppm) and is  a commonly trans-
 ported  solvent.  The  tests were  beset by a number of  problems;
 although  every effort was  made to control the test variables.


     The  anticipated  results were intended to provide indications
 of the  relative effectiveness  of candidate coolants for suppres-
 sing evaporation and  to provide  some measure of the reduction  in
 the size  of the area  that would  be threatened by the dispersion of
 a hazardous vapor  cloud from the spill.  Hhile vapor concentra-
 tions were consistently reduced  by the addition of the coolants,
 the data were  incapable of quantitative  interpretation.


     There are three possible  sources of error in these  experi-
ments:  1) substrate heat content, 2)  variable air velocity over,
the spill, and 3)  miscellaneous equipment problems.   Steady
state temperatures of the spills indicated that the substrates
used in these tests did not permit adequate modeling of  the heat
losses occurring from an open  spill.  Air velocities were
measured in. the exhaust hood.  The air velocity varied between
0.5 and 1  Km/hr (0.3 to 0.63  mi/hr).  This may have influenced
the observed vapor concentrations.
                              31

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      Gas  samples  were  drawn  into  evacuated  glass  containers  from
 locations  about  5  cm  (2  in.)  above  the  liquid  surface.   The  in-
 fluence  of  the  escaping,  cold  vapors may  have  been  responsible
 for  the  lack  of  reproducibility  obtained  from  these  samples.
 The  glass  containers were  cleaned and evacuated  prior  to  taking
 a  sample.   Some  leaks  were  found  in  the stopcock  seals  after  the
 tests  with  solid  water were  completed but  it could not  be  deter-
 mined  if  this  had  occurred  before or after  the  analyses  were  per-
 formed .

      Data  from these tests  are  compiled in  Table  5.  The  data
 clearly  show  that  vapor  concentrations  can  be  reduced  by  the
 addition  of coolants to  spills  of hazardous materials.   Vapor
 concentrations were reduced  to  25 percent of the  untreated values
 by adding wet  ice  and  to 10  percent  or  less of  the untreated
 values by adding  dry ice or  liquefied nitrogen.   It  was  not  poss-
 ible  to  determine  the  contributions  of  convective mixing  or  sub-
 strate heat transfer with  this  experimental arrangement,however.

 Determination of  Evaporation  Rates

      The  third series of tests was performed with the apparatus
 shown  in  Figure 2c.  The objective of these tests was to  circum-
 vent  the  experimental errors  of the  vapor concentration tests by
 a direct measurement of  evaporative  losses.  These measurements
 were  used to  compare the relative effectiveness of each candidate
 coolant for reducing the hazards caused by vapors generated from
 accidental spills.

     An accurate description  of the evaporation and  dispersion
 of vapors from an  open spill  requires the use of a mathematical
 model  incorporating terms for all point sources.  Several models
 have  been developed by Sutton, Pasquill, Turner and  others,
 referenced in a review paper  by Slade (1968).   Most  of these
 models, and more recent variations,  require computer calculations
 for solution, and  were considered beyond the scope of this in-
 vestigation.

     All  of these models  rely upon the  basic laws of diffusion
 and the interchangability of  heat and mass transfer  equations.
 Typical mass transfer equations such as,

                  dq/dt = DS dC/dX;  and

                      E ^ KmPvapS/F

where q = amount  evaporated; t = time;  D = diffusion  coefficient;
S = area  of source; C  = concentration of diffusion species; X =
distance  from source;  E = evaporation rate;  Km  = mass transfer
coefficient;  Pvap = vapor pressure and  T = absolute  temperature,
are related by Km = D/RT, where R =  gas  constant and  that vapor
concentrations are conveniently  expressed in  terms  of  partial

                               33

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 pressures.   The  working  equation  used  to  correlate  measurements
 made  in  these  laboratory  tests  was:

                  E  =  AKmyln
 This  equation  represented  the  particular  geometry  and  charac-
 teristics  of  our  tests  in  terms  of  E  -  evaporation  rate  (g/sec);
 A  =  proportionality  constant;  Km  =  mass transfer coefficient
 (sec/cm);  y =  radius  of  simulated spill (cm);  P =  atmospheric
 pressure  (N/m2) and  p'  and  p"  -  vapor  pressures at  liquid  sur-
 face  and  far  removed  (representing  vapor  concentrations).

      Similar  equations  can  be  developed,  starting  from the Max-
 well  diffusion  theory,  to  follow  the  form:
                      -  RTF     p_pl

 in which  the additional  terms are defined as S - area of spill
 (cm2);  D  = diffusion  coefficient  (cm2/sec); P = atmospheric
 pressure  (torr);   R = gas constant  (cm3 mm Hg/mol/°K);  F = film
 thickness  (cm) and M  =  molecular weight of diffusing species
 (g/mol ) .

     The  initial tests  in this series provided experimental
 evaporation rates  for representative spill materials that could
 be compared with theoretical values.  Glacial  acetic acid, ace-
 tone, methylene chloride, and isopropanol  were selected for the
 tests.  The results of  these tests are presented in Table 6.

     Acetic acid and  acetone were selected as  the representative
 hazardous materials for  several  tests in which the evaporation
 rate was  determined after the addition of the  candidate coolants
 The tests were prepared  by weighing 100 g  (3.5 oz) of each ma-
 terial  into a pyrex dish with a  soil interliner.   The amount  of
 coolant used was calculated to absorb approximately 30 Kcal (119
 BTU).    This value was calculated from heat transfer approxi-
 mations of 1200 Kcal/m2 (440 BTU/ft2) over an  area of 250 cm2
 (39 in2).

     Glacial  acetic acid was selected because  it would freeze at
 approximately 16°C (61°F), with  a heat of  fusion of 45.9 cal/g
 (82.6 BTU/lb), and pose  a formidable heat load  for the candidate
coolants.   Acetone was  selected  because its  thermophysical  prop-
erties are typical  of many low-boiling, hazardous materials.  The
results of these tests  are compiled in Table  7  for comparison.

Coolant Availability,  Sto r a g e a n d A p p 1 i c a t i o n

     An evaluation of the cooling capabilities  and other perti-
nent  data  does  allow appraisal  of the potential  candidates, but
any coolant selected must be readily available  or storable  and

                               35

-------
        TABLE 6.  COMPARISON OF MEASURED AND  CALCULATED
      EVAPORATION RATES USING  DRY  ICE  (T -  -78°C  [-110°F]
                       Calculated               Experimentally
                     Stefan Equation              D e t e r,m i n e d
Material	(g/cm2/sec)	 (g/ciWsec)


Water                   0.0003                    0.000013

Acetic Acid             0.0002                    0.000012

Acetone                 0.0039                    0.0002

i-Propyl Alcohol        0.0077                    0.0004

Methylene chloride      0.0080                    0.0001
                             36

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 techniques  must  be  available  to  ^ p. p 1 y  the  material  to  the  spill
 in  a  suitable  form.   Some  consideration  of these  factors  has  been
 given  to  potential  coolants  earlier  in  the program.   An  in-depth
 review was  made  of  the  four  coolants.

      As  a  starting  point,  a  survey letter  was  sent  to  a  cross
 section  of  companies  engaged  in  the  marketing  of  the  coolants
 and/or equipment for  handling  the  coolants.   The  consensus  of
 suppliers  was  that  C02  systems  be  used.  The  advantages  cited
 for  their  recommendation were  the  related  usage,  ready avail-
 ability,  and the existence of  handling equipment  which could  be
 modified  for this application.   Spent  C02  gas  is  not  considered
 hazardous  per  se.   It  is heavier  than  air  and  stays near  ground
 level  until  gradually  dispersed  by wind  action.   Depths  of  cold
 C 0 2  gas  at  the point  of  application  are  expected  to range  from
 0.5  to 1  meter (1.5   to  3.0   ft) maximum.   They are usually
 visible,  because of moisture  condensation  from  humid  air.   For
 safety,  oxygen concentrations  should be  monitored at  the  spill
 site  since  high  C02 concentrations will  displace  the  air  and
 could  pose  an  asphyxiation problem to  personnel.

      Dry  ice was  suggested as  a  feasible alternative  if a crush-
 ing operation  (with related packaging disposal) and particulate
 dispersal equipment could  be evolved.    Coolant quantities  and
 costs  could  be lower with  a properly developed  system.

     Subcooled wet ice was also  feasible.   For mobile operation,
 system design would require some equipment modification for
 optimum  field use.

     Liquid  N2 was considered  to be  the  least feasible of the
 three  candidate  coolants because of  high storage  losses and prob-
 lems of delivery to remote spill sites.  Coolant  storage and
 typical losses for the coolants considered are presented in
 Table  8.  A  summary of selected properties for the candidate
 coolants  is  presented in Table 9.

 Solid  Water  --

     Ice is commercially made and  stored in either the wet  (0°C
 [32°F])or cooled  (-18 to -28°C [0 to  -20°F]) condition  in forms
 ranging from 45  to 150 Kg  (99 to 330 Ib)  blocks to 1 to 6 mm
 (0.03  to 0.24 in.) thick flakes.   When stored at 0°C (32°F) in
 insulated bins,  ice  will experience  losses  of 1 to 2 percent per
 day  due to melting.   Cooled ice is kept relatively dry by a re-
 frigerated annulus in  the storage  bin,  which keeps losses almost
 negligible and  keeps the ice  free-flowing for one  to two  months.

     Handling equipment for high volume operation  will require
 some special design  and/or  modification.   Shavers  or crushers
with related conveyors may  not be a problem.  Transfer up to 150
meters (490 ft)  in plants is  commonly accomplished with medium
pressure blowers  using cooled air.   Such  equipment may require

                               38

-------
   TABLE  8.   COOLANT  STORAGE LOSSES
Coolant
L N2

L C02


S C02
dry ice
S H20
wet ice
Container
Trailer
Storage
Trai ler

Skid w/ reefer
Box w/blocks
Box w/pellets
Bin w/ reefer
Coolant Loss
%/24 hr Day
0.8
10.0
0.3

0
1.7
3.0
0
Remarks
LOX, trailer specifications
Liquid Carbonic quotation
Chemetron skid without re-
frigeration unit
Mechanical refrigeration usea
Chemetron @ 21°C (70°F)
Est. @ 2X block rate
Flake ice, held at -17 to
-12°C (0-10°F)
Bin,  insulated
1.0
Est. @ 1/2 S  C02 rate
                   39

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 as  much  as  5  kg  air/kg  ice  (5  1 b  air/lb  ice)  depending  upon  sys-
 tem characteristics.  Air  lock  modifications  at  the  spill  dis-
 persal  point  may  well suggest  a  low  pressure  fan  system,  as  used
 in  snow  blowers,  highway mulchers, or  silage  blowers.   These
 would  discharge  directly over  the  spill  area.  Sized  ice  could
 be  further  pulverized by a  fan  blade and  cracking  nozzle  attach-
 ments.   High  noise  levels,  requiring ear  protection  would  be  ex-
 pected.

     The  simplest  ice system would use a  local supply of  small-
 sized  ice,  delivered to the spill  site by  the  supplier's  truck.
 Deliveries  could  be  expected within  2-4  hours, under  normal  work-
 ing conditions,  but  delays  of  16  hours or  more could  occur during
 off hours or  during  weekends.

     A  crusher unit  would  permit  the use  of large  blocks.  Re-
 finements,  such  as  a blower unit,  would  be needed  to  increase the
 effectiveness of  the system.

     More complex  and costly ice  systems  could be  devised  for 1-4
 hour response time  supplying cooled  flake  ice.   Flake Ice  Company
 has  a mobile  ice  generating system rated  at 20 tons/day (18,000
 kg).  Six of  these  systems would  be  required to  reach 5-tons/hr
 (4500 kg),  the initial  cooling rate.   They would also require
 electrical  power  and water supply  accessories.

     A more feasible approach may  be to use a mobile cooled  ice
 storage bin system with field cooling and dispersing accessories.
 The  bin could be  filled by local  suppliers or by an ice maker at
 the  bin storage site.

 Solid Carbon  Dioxide --

     Dry ice  is commercially available in either block  (23 kg
 [50  1 b]) or pellet  (1 cm [0.39 in.] diameter)  forms, usually
 packaged in insulated boxed containing 1100 to 1300 kg  (2400 to
 2900 Ib).   Storage of the solid form  of carbon dioxide  usually
 incurs a loss of 1.5 to  3 percent per day due  to sublimation,
 which would suggest  procurement from local suppliers when needed.
 Crushing or shaving operations are usually performed just  prior
 to  use; 5 to  10 percent  losses are experienced by suppliers during
 in-plant operations.

     These  high sublimation losses preclude storage beyond 1  to
 2 weeks and have been a  major  factor  in the decline of distribu-
 tion depots.  Storage and  handling now favor  the  "no-loss" liquid-
 to-snow carbon dioxide  systems  but delivery times may be somewhat
 greater than expected from  solid water suppliers.  Portable liquid
 units are still  not as  universally available  as block ice.

     Handling equipment  for spill  applications can be similar to
that used for applying  water ice.   A  dry  ice  handling system
would have the versatility  of  being applicable with water  ice.

                               41

-------
      Production  of  solid  carbon  uioxide  at  the  spill  site  does
 not  appear  to  be  a  feasible  approach.   Production  would  best  be
 accomplished  by  the  conversion  of  liquid  to  snow.

 Liquefied Carbon  Dioxide  --

      Liquefied carbon  dioxide  is also  commercially  available  from
 storage  in  insulated  tanks,  where  it  is  held  as  a  liquid at -18°C
 (0°F)  and 15,200torr  (20 atmospheres)  pressure.   The  liquid carbon
 dioxide  can be flashed to  atmospheric  pressure,  through  expansion
 nozzles, to produce  solid  "snow").  Maximum  conversion  efficiency
 is reported as 45 t  3  percent.   Delivery  times  should  be within
 2  to  20  hours  during  the  normal  work  schedule,  but  may become a
 limiting factor  during off hours or weekends.

      Equipment is commercially  available  which  has  been  designed
 for  analagous  service  and  could  be  adapted  into  the  proposed
 system for  treating  accidental  spills  with  a  minimum  of  modifi-
 cation.  Liquefied carbon  dioxide would  be  transported to  the
 spill  site  in  insulated tank trailers.   These are  available in
 16,000 to 23,000  kg  (35,000  to  51,000  Ib) capacities.  They meet
 ASME/DOT specifications (including  baffles)  for  road  service,
 but  do not  include self-refrigeration  units.  Filling with sub-
 cooled liquid  and insulating with 10  to  15  cm (3.9  to 5.9  in.)
 of polyurethane are  enough to keep  losses negligible, however,
 for  the  anticipated  working  times.  The most  economical  system
 would  use the  tank trailers  from local suppliers to  supply the
 distribution system manned by the spill  response team.

      A fast-response system  would include a mobile  tanker fitted
 with  a se1f-refrigeration  system and dispersing  hoses and nozzles.
 A  typical unit which is available is a 5-ton  (4500  kg),  skid-
 type  tank fitted with a self-refrigeration unit, two 30.5 m (100
 ft)  reels of 3.8 cm  (1.5 in.) hose and playpipe  nozzles.

 Liquefied Nitrogen --

      Nitrogen is transported and used  in  the  liquid state for
many  commercial and industrial  operations.  It is normally  trans-
 ported in vacuum-insulated tank trailers  at -196°C  (-320°F) with
 pressure  relief valves set at approximately one  atmosphere.  These
 trailers  have capacities  of  18,000 to  21,500  kg   (40,000 to  47,400
 Ibs)   and  normally carry such accessories  as a pump and flexible
stainless steel hose which are capable of transferring this load
 in approximately one hour.

      Transporting and storage losses are  between 0.8 and  10 per-
cent   per  day,  which  would  preclude  extended storage.  The more
feasible  approach would be to use the  supplier's tank trailer  as
the source  of coolant, and couple this to a distribution  hose
and dispersal  accessories  which are part of the  spill response
unit.

                               42

-------
      Liquefied  nitrogen  is  available  within  2  to  20  hours  in
 most  sections  of  the  country.   Some  supply  problems  could  arise
 from  the  quantities  required  for  larger  spills  and when  needed
 on  weekends  and  holidays.

      The  dispersal  equipment  for  liquefied  nitrogen  would  be  30
 to  150  meters  (98  to  490  ft)  of  5  cm  (2  in.) flexible  hose, with
 couplings.   This  hose  is  available  in  4.5 to 7.6  meter  (15  to 25
 ft)  lengths, which  would  weigh  between 13 and  45  kg  (30  to  100
 Ib)  each.  Suppliers  may  be able  to  include  extra hose  with the
 trailer,  on  occasion,  but  it  would  be  preferable  to  include
 extra  lengths  of  hose  and  couplings with  the spill response unit.

      During  the  first  half  hour  of  cooling  with the  liquefied
 nitrogen  system,  at  least  2 to 4  operators  would  be  needed  to
 assemble  and deploy  the  hoses.   Subsequently,  the maintenance
 cooling operations  could  be handled by 1  or  2  men.

      Dispersal of  liquefied nitrogen  to  produce a uniform  cover
 over  the  hazardous,  volatile  spill may be difficult.  The  com-
 bination  of  very  low  temperature  and  low  density  should  make  it
 possible  to  pour  the  nitrogen on  the  surface and  have it spread
 over  the  solidified  spill.  Pouring may  not  be a  practical
 approach.  It  is  not  possible at  present  to  determine the  losses
 which would  result  if  the LN2 would be sprayed onto  the  surface.

      The  alternative  systems  and  components  available for  hand-
 ling  the  three candidate coolants have been  summarized  in  Table
 10  for  comparison.  The costs, compiled  in the last  column, are
 estimates of the total equipment  expenditures required to  prepare
 a system  for handling  a spill  of  1000 kg  (2200 Ib) covering an
 area  of 50 m2  (540 ft2) .

 SELECTION OF CANDIDATE COOLANTS

     With the data derived from the laboratory studies combined
 with the  basic thermophysica1  properties it was expected that  a
 selection could be made of not more than two coolants to be
 carried forward in the program.  The possibility that two cool-
 ants might be selected existed because of cost and availability
 factors.  For spills of flammable materials  where  vapor concen-
 trations of 1 percent  or less  would be acceptable  (since gen-
 erally this lean a mixture will be below the lower f1ammabi1ity
 limit), a coolant with a  lower cooling potential  could be se-
 lected if cost and availability were favorable.  For spills of
 toxic materials,  where vapor concentrations  below  100 ppm are  de-
 sired, cost and availability factor would be secondary to the
 cooling capaci ty.

     The results  of the laboratory work clearly showed that C02
met  minimum requirements  of cooling capacity.  Thus,  a firm com-
mitment was made  to proceed with C02-   A  decision  could  not be

                               43

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reached on whether C02 was best ,n liquid or solid form;  that de-
cision depended in part on methods of storage and application.

     Firm decisions on liquefied nitrogen and wet ice  (either at
0°C [32°F] or subcooled)  could not be made without additional
testing on a larger scale than was possible in the laboratory.
The need for these scale-up tests  reflect concerns regarding
both the effective application of  liquid  nitrogen and  the ability
of wet ice to provide sufficient temperature reduction  in real
spill  situations.   Because of these uncertainties a  series of
scaled-up tests were conducted.
                              45

-------
                             SECTION  6

              SCALED  UP TESTING OF  SELECTED COOLANTS


     The  inability to select a final coolant candidate based on
 the review of the-rmophys i cal properties, the laboratory test
 data, and other  relevant information,  indicated that further
 testing and an evaluation of the logistic factors was required.
 Accordingly,  subscale field  tests  were conducted to provide
 additional necessary information.

 SCALED UP TEST DESIGN

 Test Size and Configuration

     The  conclusion  reached  at the end of the prior phase of the
 program was that a larger sized test was necessary to obtain
 data on a practical  scale,    A test spill size of 9.3 m2 (100 ft2)
 was selected.  This  was  in the form  of a pit 3.05 x 3.05 x 0.30
 meters (10 x  10  x 1  ft)  deep.  The bottom was leveled with packed
 sand and  lined with  a polyethylene sheet to prevent percolation
 of the spilled liquid into the soil.  This allowed renewal of
 the pit after each test  by replacing the liner.

 Hazardous Spill   Simulant

     In selecting a  spill test chemical, a material  with a high
 vapor pressure at ambient temperature appeared most desirable
 since cooling effects would  be most  significant.  A review of
 several  potential materials  resulted in the selection of di-
 ethyl  ether as the simulant.   It is a nontoxic,  volatile liquid
 with very limited water solubility which limits  the interference
 in the vaporization rate caused by dilution of the spill  with
 water from melting wet  ice.

 Test Measurements
     The basic measurement taken in each of the subscale field
tests was the temperature reduction of the spill  simulant,  di-
et h y 1 ether.   Thermocouples were located in the spilled liquid
and at a depth of 0.30 meters (1 ft)  in the ground below the
plastic liner.

     Ether vapor concentratrations  were measured  downwind  of the


                              46

-------
 spill  with  combustible  gas  detec  ors.   Weather  instruments  were
 installed  to  measure  wind  direction  and  velocity  along  with
 ambient  temperature.

     Oxygen indicators  were  installed  to  determine  the  effect  of
 CO?  and  nitrogen  application  on  breathability downwind  of the
 spill.

 Procedures  for  Coolant  Application

     Since  these  were still  preliminary  tests to  select a candi-
 date material,  complicated  equipment to  apply the coolants  was
 not  justified.  Both  wet ice  and  dry ice  were crushed and applied
 to the diethyl  ether  pool  as  particles  using hand shovels.  The
 particle size distribution  was not measured for either  wet  ice
 o r d ry i c e .

     Liquid carbon dioxide  from  portable  tanks was  discharged
 through  snow  horns.   This  resulted in  a  combined  discharge  of
 solid  C02  snow  and C02  vapor.

     Liquefied  nitrogen was  applied to  the spill  as a liquid
 spray.   The liquid was  delivered  to the  test site in a  tank
 truck.   A 3.8 cm  (1-1/2 in.)  stainless  steel  hose connected to
 the  tanker was  used for delivery  of the  nitrogen  to the spill
 surface.

 COOLANT  TESTS

     All  coolant  tests  were  run with 208  liters (55 gallons) of
 ether  in the pit  giving an average depth  of 2.5 cm  (1  in.).  Dis-
 cussions of results for each  test are given in the  following
 sections.   The  results  of  the tests  are  plotted in  Figure 7.

 Wet  Ice

     For the wet  ice tests, 380 kg (850 Ibs)  of ice was  applied
 manually.  The  crushed  ice was evenly distributed  to give  a
 visible  ice layer over  the spill   surface.  The spill temperature
 reduction was  fairly rapid from 27°C to -5.5°C (80°F to  22°F).

     The  test  duration was four hours.   Over  this  time the
 temperature of  the spill remained fairly  constant  and  there  was
 no  need to  add  additional  ice.  In going  from 27°C to  -5.5°C
 (80°F to  22°F)  the equilibrium vapor pressure was  reduced  from
 580 torr  to 150  torr.   The. measured vapor concentrations were  in
 line  with the  equilibrium  vapor pressure.  Initial vapor concen-
trations  were  in the  range  of 5 percent.  Some  variation was ob-
served  which appeared  to be caused by wind fluctuations.  After
the ice was applied,  the vapor concentration  declined  to between
1 and 2 percent.  This is  close to the  lower  flammable limit of
1.85  percent for diethyl ether.  It would be  expected  that vapor

                               47

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    30



    20



    10



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   -70



   -80



   -90



  -100



  -110



  -120
  -130
9.3m2 (100 ft2) pond

208 ,e. (55 gal) diethyl ether
     -40 -30  -20-10   0   10  20  30  40  50  60  70   80  90  100 110  120  130


                                Time, min.
   Figure  7.   Subscale  field test  results with  ethyl  ether.

-------
 concentrations  would  be  well  bel  w  the  lower  flammable  limit  down-
 wind  of  the  spill.

      After  the  addition  of  ice  the  vapor  level  was  still  well
 above  the TLV of  400  ppm.   Some  reduction  in  the  area downwind
 of  the spill wherein  the  vapor  concentration  exceeded the  TLV of
 400 ppm  would be  expected.

 Dry Ice

      In  the  dry  ice tests,  252  kg  (555  Ibs) of  crushed  dry  ice
 was added manually to  the diethyl  ether pool.   Efficiency  of
 application  was  about  90  percent  with most  losses occurring
 through  sublimation.   Temperature  reduction was from 20°C  to
 -85°C  (68°F  to  -120°F).   This is  equivalent to  a  reduction  in
 vapor  pressure  from 442  torr  to  0.45 torr.

      No  meaningful diethyl  ether  vapor measurements were ob-
 tained.  The C02  interfered with  the combustion type gas de-
 tectors.   Estimates of the  diethyl  ether concentration  based on
 equilibrium  vapor pressure  put  the  level in the range of 600 ppm
 by volume but this value  is not  consistent with values  measured
 in subsequent tests.   The values  obtained during  the liquid C02
 coolant  tests were eventually used  as a reference.

     The 252 kg  (555  Ibs) of  dry  ice maintained the spill temp-
 erature  between -80°C  to  -85°C  (-110°F to -120°F)  for 1.3 hours.
 At that  point the spill began a  slow increase in  temperature,
 reaching -20°C  (-4°F)  in  fifty minutes.   At this  point  the test
 was terminated.

 Liquid Nitrogen

     Approximately 1020 kg  (2250  Ibs) of liquid nitrogen was
 dispersed onto the spill  from the tank truck.   The application
 of the cryogen to the  spill  surface resulted  in intense boiling
 and the  formation of a condensed moisture fog that obscured the
 test pit  and made visual  observations impossible.   For  this
 reason the discharge was  terminated after twenty minutes to ob-
 tain a view of the spill.  After the coolant discharge was term-
 inated,  several  minutes elapsed  before the fog dissipated suf-
 ficiently to permit observation  of the pit.   At that time it
 was clear that the diethyl ether had been frozen.   No additional
 liquid nitrogen  was applied.

     The  temperature at the  beginning of the test  was 13°C (55°F).
 Unlike the wet ice and dry ice tests, the spill  temperature con-
 tinued to decrease after  termination of  coolant application.  The
minimum temperature recorded,  -120°C (-184°F), occurred  twenty-
 five minutes after coolant application had ceased.

     There was  no leveling off of the spill  temperature  as was

                              49

-------
 observed  in  tests  with  wet  ice  a  d  dry  ice.   After  reaching  a
 minimum,  the  temperature  immediately  began  to  increase.   It  pass-
 ed  through  the  -85°C  (68°F)  range achieved  with  the  dry  ice  less
 than  one  hour  into  the  test,  and  returned to  ambient  temperature
 less  than two  hours  into  the  test.

      The  equilibrium  vapor  pressure of  diethyl ether  at  -120°C
 ( -18 4 ° F)  is  about  0.01  torr.  Due to  the  inability  to  use  com-
 bustible  gas  detection  in the dry ice tests,  gas  samples  were
 taken  during  this  test  and  analyzed on  a  chromatograph.   In  the
 downwind  direction  the  pretest  diethyl  ether  concentration was
 9.3 percent.   As the  spill  passed through the  temperature  mini-
 mum,  a  downwind  level of  116  ppm was  measured.   This  is  well be-
 low the TLV  but  still above  the odor  threshold.   Maintenance of
 vapor  concentrations  below  the  TLV  would  require  continued appli-
 cation  of L N 2 .   The  1020  kg  (2250 Ibs)  of L N 2  added  to the spill
 in  this test  held  the diethyl ether concentration below  the  TLV
 for no  more  than 40  minutes.

 Liquid  Carbon  Dioxide

      Liquid  carbon  dioxide  was  discharged to  the  spill through
 a snow  horn.   Three  hundred  forty kilograms (750  Ibs) of  CO2,
 the volume of  the  storage unit, were  discharged  at a rate  of
 90.7  kg (200 Ibs)  per minute.   Expansion through  snow horns  con-
 verts  the pressurized,  refrigerated liquid  to  a  combination  of
 vapor  and solid  particles.   Conversion  efficiencies to particles
 as high as 50  percent have  been reported but  in  these tests  the
 conversion efficiency appeared  to be  no better than 15 percent.

      It was subsequently confirmed that the observed 15  percent
 conversion is consistent with the type  of snow horns normally
 available.  Their purpose is fire extinguishment where the vaoor
 is the effective material.  Snow formation  is  used as a means to
 project the C02  beyond  the  reach of plain vapor discharge. Higher
 conversion efficiencies are achievable  only with special  show
 horn designs.

     The spill temperature achieved  by  the addition of dry ice
 formed from liquid  C02  by a snow horn  approximated that attained
 with the crushed dry ice.   There was no maintenance of the low
 temperature, however.  Almost immediately upon conclusion of
 solid  C02  snow addition, the spill  temperature began to increase.
 This is attributable to the poor conversion  to snow (15 percent)
 which  is the only effective coolant  form.

     Like  the nitrogen application,  the use  of liquid C02 pro-
 duced  a heavy obscuring vapor cloud  above the  spill.  Gas  samples
 taken  downwind of the spill  and  analyzed on  a  chromatograph gave
a pretest  diethyl ether value of 8300  ppm and  a post application
value  of 96  ppm.   Both of  these  values are lower  than those ob-
served in  the liquid nitrogen coolant  tests.  The lower diethyl

                              50

-------
 ether  concentrations  were  probab  y  caused  by  differences  in
 ambient  conditions  --  wind  speed, wind  direction  and  air  tempera-
 ture.   The  significant feature  in these  test  sequences  is  the
 ratio  of the  vapor  concentration  before  and after  treatment  of
 the  spill with  coolant,

     Since  similar  low temperatures  were  recorded  in  both  the
 dry  ice  and  liquid  C02 tests,  the vapor  concentration measure-
 ments  obtained  are  probably  applicable  to  the  dry  ice test also.

 COOLANT  SELECTION

     The  basic  importance of the  data from the subscale tests is
 th-e  difference  in temperature achieved  in  the  ether by  each
 coolant  and the maintenance  of  that  temperature after application
 was  stopped.  On the  basis of these  data,  crushed  dry ice would
 be judged the superior spill coolant.   Other factors need to be
 considered, however.   A  complete  review of the four coolant  can-
 didates  was made and  a  summary  of the advantages and disadvant-
 ages of  each  is presented in Table  11.

     Analysis of the  total data clearly showed that liquid CO2
 was  the  least desirable  of the  four  materials.  The poor con-
 version  efficiency  and  obscuring gas cloud are serious  impedi-
 ments  when equivalent  temperatures can be  achieved with dry  ice
 without  those difficulties.  Efforts were  made to  identify and
 obtain snow horns of better  efficiency.   Although  the C02 in-
 dustry quotes higher efficiencies, none were able  or willing to
 provide  MSA with either  a price of equipment or a  design to
 build  to.

     Choosing one from  the other three coolants required assess-
 ing  advantages and  disadvantages.   These are summarized  for  each
 coolant  in Table 11.   Wet ice was finally  eliminated basically
 because  of its limited  temperature reduction.   There were very
 few  hazardous volatile materials with vapor concentrations that
 could  be reduced below  the TLV  by cooling  to near  0°C (32°F).
 Concentrations might be  reduced below LELs but other more readily
 available techniques such as foam application  can  also provide
 such reductions.

     The use of liquid nitrogen can   result in  the  greatest re-
 duction  in spill temperature and for highly toxic materials with
 low TLVs, it may be  the  only coolant which would  be effective.
 The problems of logistics, the need   for  large  quantities,  and the
 poor persistence of  temperature reduction led  to  the selection of
 dry ice as the best  all  around coolant material.

     Dry ice was chosen as the optimum material.    It is  appli-
cable to the broadest range  of volatile  chemicals  readily avail-
able  in a suitable  form, and  with  the least complications.   This
selection does not  indicate  that the other coolants are  unsuit-

                               51

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able.   In certain spill  scenario:  the cooling  capability of wet
ice might be adequate or the extremely low temperature capa-
bility of liquid nitrogen might be required.
                              53

-------
                             SECTION  7

                        EQUIPMENT  DEVELOPMENT


      The  selection  of  dry  ice  as  the prime coolant  brought with
 it  a  need  for  equipment  to  crush  the commercially available 23 kg
 (50  lb)  blocks  to a  suitable  particle  size, and  to  dispense the
 particles  over  the  spill surface.  Since  this was primarily a
 feasibility  study,  extensive  development  of sophisticated op-
 timized  equipment was  not  warranted.   This phase was constrained
 by  directions  to develop a  prototype unit to allow  the demon-
 stration  of  feasibility  using  existing commercially available
 equipment  to the greatest  extent  possible.  The  evolution of the
 necessary  equipment  for  the  dry ice  distribution system was con-
 ducted within  those  guidelines.

 REVIEW AND EVALUATION  OF COMMERCIAL  EQUIPMENT

      Two  basic  components  were defined for the desired system:
 a crusher  and  a conveyor.   Certain auxiliary equipment could also
 be  identified;  these were  primarily  power train  items whose se-
 lection was  secondary  to the  two  major components.

 Crushers,  Choppers,  Hammermi 1 1 s ,  et_c_.

      To provide a list of  equipment  types to be  examined, a
 questionnaire was sent to  a  broad cross section  of manufacturers
 of  crushing, grinding, shredding  and chopping equipment including
 those concerned with the generation  of dry ice crystals for cloud
 seeding and  fog dispersal.   The majority of commercial  equipment
 available  (hammermi11s , soil and  mineral  grinders,  and wood
 chippers), readily converted dry  ice blocks into fine particles.
 The problem was that these devices produced a particle  size dis-
 tribution  that contained far too  many very small  particles.   This
 resulted in high coolant losses from sublimation and also se-
 verely limited the ability to project the crushed dry ice.

     The basic design of equipment classified as shredders  or
 chippers allowed modifications both of the speed (rpm)  of oper-
 ation  and the number and spacing  of tines.   Through variation
 of these features,  significant changes  could  be made in the size
 distribution of the  dry ice particles.   A number of  modifications
were tested with a  wood chipper and a compost shredder.   The
 initial  effort was  concentrated on the  wood  chipper  since it con-
tained an integral  blower.   Ultimately, however,  the shredder  was

                               54

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 found  to  be  capable  of  producing  a  more  desirable  size  distri-
 bution  and  it  was  selected  as  the  crusher  portion  of  the  system.

      The   unit   selected  was  a  Model  4G  Shredder/Grinder  manu-
 factured  by  the  W.W.  Grinder  Company,  Wichita,  Kansas.  This
 model  was  chosen  because  it was  the  smallest  unit  of  that  design
 which  would  accept 25.4  cm  (10  in.)  cubes  of  dry  ice.   The
 crushed dry  ice  is discharged  by  gravity  through  a  screen  and
 down  a  chute  located  beneath  the  rotating  tines.   The dimensions
 and  pertinent  features  of the  unit  are given  in Table 12.


     TABLE  12.  SHREDDER/GRINDER  (W.W.  Grinder Co.,Model 4-G)

        Power Tra-Tn               0.67  KW  (9  HP)  at  3200  rpm
        Hopper  Size -  Mill        43.2  x 43.2 cm
                                 (17  in.  x  17  in.)

                   -  Top         89  x  91.5  cm
                                 (35  x  36  in.)

        Screen  Opening            5.1  cm (2  in.)

        Mil 1  Speed               Max.  - 2500 rpm
                                Min.  -   600 r p in


 Conveyors, Blowers, etc.

     A  device was needed that could  take the  crushed material
 from the  shredder and  distribute it over the spill.  The equip-
 ment compatible with  most of the crushing units that were in-
 vestigated involved blower mechanisms.   In  some cases mechanical
 conveyors  (belts, buckets and the like) were available.  Pneu-
 matic conveying,where particles are  blended with a carrier air
 stream  rather than distributed by simply blowing, was an alter-
 nate mechanism.

     Mechanical conveyors were deemed unsuitable since tney
 could not project the dry ice particles over the spill area.
 Only minimal  consideration was given to this approach.

     While pneumatic   conveying had certain advantages in mobility
 and flexibility of the discharge port, it was  anticipated  that
 excessive dry ice sublimation  losses would result.  The  blowers
 appeared to have  more potential as a dry  ice dispersion  mechanism
 than did pneumatic conveyors.

     A number of  blower types  were evaluated and tne simple snow
 blower design appeared to be the best for this application.  For-
age blowers and similar units  that were considered could project
crushed materials for greater  distances.  The snow  blower was  con-
sidered to be adequate for the spill  size to be  employed in the

                               55

-------
 demonstration  phase  of  this  prog:am.   In  addition,  the  snow
 blower  incorporated  an  auger  mechanism  to  feed  the  snow  to the
 blower  whereas  the  forage  blowers  did  not.   In  this  application
 it  was  believed  that  the  auger  feed  would  simplify  mating the
 blower  unit  to  the  dry  ice crusher.

      The  initial  selection of a  snow  blower  was  based upon the
 mechanical needs  of  the ultimate  equipment,  but  it  was  in-
 fluenced  by  a  desire  to make  the  equipment as simple as  possible
 while utilizing  existing  commercial  items.   The  snow blower
 appeared  to  provide  both  a pick-up and  distribution  capability.

 INTEGRATE AND  TEST  PROTOTYPE

      It was  reasonably  clear  that  even  though the blower could
 project the  dry  ice  particles over some distance, manipulation
 and movement of  the  equipment at  the  test  site  would be  necessary
 The crusher  came  mounted  on a four wheeled frame to  provide mo-
 bility.   Integration  of the snow  blower into that frame  would
 facilitate simultaneous movement  of  the two  components.   With
 that  accomplished,  testing of the  unit  could be  conducted.

 Component Integration

      The  crusher  placement on the  wheeled  frame  was  such that a
 large open area  existed below the  discharge  screen.  A receiving
 tray  was  built into that  area, which was closed  on the bottom
 and three sides.  The open side faced out  from  the crusher.   The
 blower was mated  to the crusher so that the  auger pick up pro-
 truded  into  the  tray  and  the blower  body provided closure of the
 fourth side.

      In operation, the crushed dry ice was fed  by gravity into
 the tray where it was picked up by the auger, fed to the blower
 and discharged through a port at the top of  the  snow blower.   A
 flexible hood was attached to the discharge  port to allow some
 variation in  the  direction of discharge without moving  the en-
 tire crusher-snow blower unit.

     The snow blower  frame was attached to the crusher  frame.
 The method of attachment raised the blower so that its  wheeled
 chassis was clear of  the ground.  Movement of the crusher frame
 thus moved the total  unit.

     Preliminary  tests with this unit indicated certain  other
 refinements  were  needed.  An  inclined baffle  was incorporated
 into the crusher  discharge to better direct the dry ice  to the
 pick-up  auger of  the snow blower.   The discharge port of the
 snow blower  was moved from the top to the  side of the unit to
 eliminate  the bends  in the discharge path.   This benefited the
discharge  pattern and the  throw distance.
                               56

-------
      Tests  with  dry  ice  blocks  revealed  two- deficiencies.   The
 crusher  could  process  dry  ice  blocks  faster than  the  snow  blower
 could  discharge  the  dry  ice  particles  and  the  discharge  pattern
 was  not  uniform.   It was  decided  that  for  the  feasibility  study
 a  slower  feed  rate  into  the  crusher  would  be  acceptable, with
 the  understanding  that  the  equipment  could  be  optimized  if  the
 test  results were  negative.

      The  uneven  dry  ice  discharge  pattern  from  the  snow  blower
 reflected  the  particle  size  range.   The  larger  particles could
 be  projected several  feet.   The majority of the dry  ice  was  dis-
 charged  in  the form  of  fine  particles  and  the  distance was  a
 maximum  of  3 meters  (10  ft).   For  the  feasibility  tests  this
 also  was  held  to be  adequate although  well  short  of  that neces-
 sary  for  a  practical  system.   During  these  tests  single  blocks
 were  fed  through and  the  output collected.  Weighing  the  output
 showed an  average  recovery of  75  percent.

      The  unit, comprised  of  the crusher/snow  blower  combination,
 is  shown  in two  views  in  Figure 8.

 Preliminary Field  Tests

      To  further  evaluate  the unit  assembled  in  the  prior phase,
 a field  test was conducted.  The  test  parameters  were based
 upon  an  enlargement  of the 9.3 m2  (100 ft2)  subscale  tests
 previously  conducted.

      The  test  impoundment was a 46 m2  (500  ft2)steel  pan, lined
 with  polyethylene.    Due to environmental decisions  by local
 authorities, the test had to be conducted  in a  remote area even
 though the  only  consideration outside  of the immediate test area
 was the odor.   In retrospect this  resulted  in the test being per-
 formed in terrain and under conditions that might be  more typical
 of an actual spill  site.

     A diagram of the test impoundment showing the location of
 gas samplers and the wind direction is given in Figure 9.

     To conduct the test 1630 kg  (3000 Ibs) of ether were poured
 into the test  impoundment.  Air samples were taken to charac-
 terize the vapor concentration at  five points around  the  spill
 impoundment area (Figure 9 ) during unrestricted evaporation be-
 fore the application of dry ice.   The samplers draw 1 liter
 (0.26 gallon)  per minute through a 250 ml (0.07 gallon)  sample
 bottle.   The samplers were operated for 5 minutes  to  insure a
 representative  sample.  At that time they were sealed off and
 the entrapped  material analyzed by gas chromatography.

     After the  first set of gas samples were taken, dry  ice
 particles were  added to the spill  using the crusher-blower.  The
crusher was initially fed the commercially  available 23  kg  (50  lb]

                               57

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        • '  .-•  "'•'&'•*•''-  'jiv* v
            " i..  '&>'   -   •- •
           .^ y~'-.        •• ,»x...
Figure  8.    Crusher/snow  blower combination
                       58

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                              6.1m (20 ft)-
LO
C\l_


E
CD
                                 Positions of sampling tubes
                                 labelled 1 through 5
                                 Wind predominantly from east
                                 Area 7.6m x 6.1m (25 ft x 20 ft)
                                                             1C
                         	>~ NORTH


04
        Figure  9.   Diagram  of  spill  impoundment  area
                               59

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 dry .ice  blocks.   As  noted  earli. ,•,  the  crusher  capacity  is  well
 in  excess  of  that of the  snow  biower,  and  the  intermittent  feed-
 ing of  the dry  ice  tended  to  stall  the  snow  blower.   To  provide
 a  more  uniform  feed,  the  blocks  were manually  broken  into  smaller
 pieces  which  were then  fed  to  the  crusher.

      The short  projection  distance  of  the  snow  blower  along  with
 wind  changes  forced  excessive  movement  and manipulation  of  the
 distribution  system.  The  nature of the  ground  made this action
 more  difficult  than  had been anticipated.  The  low oxygen created
 by  the  C02  vapor  caused stalling of the  gasoline  driven  engine
 of  the  blower.

      The mating of the  two  components  had  used  a  simple  design.
 It  was  inadequate for the  conditions encountered  and  the linkages
 failed.  During the  latter  half  of  the  test, the  crushed dry  ice
 had  to  be  applied to  the spill manually.

      The test was carried  to completion  even with these  diffi-
 culties since the test  data, spill  temperature  and vapor concen-
 tration measurements  were  felt to be meaningful.  Seventy four
 blocks of  dry ice were  added (1680  kg  [3700  Ibs]) to  the spill
 over  a 35  minute  period.  Assuming  an efficiency  of 75 percent
 per  prior  measurements  the  effective application  was  1270 kg
 (2800 Ibs).  Weather  conditions  at  the  site  were  clear with  a
 light variable wind and an  ambient  temperature  of 27°C (80°F).

      The temperature  of the spill pool  was rapidly decreased
 from  20°C  (68°F)  to -63°C  (-81°F).  The  lowest  spill   temperature
 recorded was -67°C (-89°F) .

      The vapor samples taken at various  points  around the spill
 gave  significant  values for four positions both before and after
 the dry ice application.  Sample 2 was  lost  in  the pretest
 sequences  and Sample  1 was  lost  in the  post  test  sequence.  The
 results are given in Table  13.   Samples  1 and 2 were taken down-
 wind  of the spill  and Samples 3, 4 and  5 were taken upwind as
 shown in Figure 9.  The upwind-downwind  status  is somewhat
 questionable since the wind was light and variable and all  of
 the sample ports were 30.5  cm (12 in.)  above the  spill surface.

     The reduction in the vapor concentration brought about by
 cooling the spill  was significant, but  the lowest diethylene
 concentration found was  still  about an  order of magnitude
 greater than the TLV.  Although the test could  be considered
 successful  in terms of the ability of dry ice to reduce the
 vapor hazard from the diethyl  ether, it was a failure  as  far as
 the equipment design  and performance was concerned.

 EQUIPMENT REDESIGN

     The analysis  of  the preliminary field test results con-
cluded that the  crusher  portion of the  equipment was  satisfactory.

                              60

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       TABLE 13.   DIETHYL ETHER VAPOR CONCENTRATION  BEFORE
                 AND AFTER APPLICATION OF DRY  ICE
   S a m p 1 e
Location  No.
( see Fig. 9 )     	Before	After
     1            13.9%  (139,000  ppm)        lost  cap

     2            lostcap                   0.5%  (5,000  ppm)

     3            11.7%  (117,000  ppm)        0.9%  (9,000  ppm)

     4            8.3%  (83,000  ppm)          0.3%  (3,000  ppm)

     5            40.2%  (402,000  ppm)        0.8%  (8,000  ppm)
                              61

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 Some  optimization  might  be  possile  with  tine  size,  shape,
 spacing,  rotation,  etc.,  but  the  existing  design  appeared ade-
 quate  for  the  objectives  of  this  program.

      Th.e  dispensing  portion  of  the unit was  the problem area.
 Reconsideration  was  given to  the  two  alternatives, mechanical
 conveying  and  pneumatic  conveying.   Mechanical conveying was
 ruled  out.   Its  projection  problems  were  considered  to be worse
 than  those  encountered with  the blower and of  sufficient magni-
 tude  that  they were  not  offset  by a  potential  of  uniform dis-
 tribution  of dry  ice  independent  of  particle size range.

      This  left pneumatic  delivery as  the  only  viable alternative
 The existing technology  would indicate that  such  delivery is
 feasible  and that  commercial  equipment existed which could be
 adapted to  this  application.  The drawback came from anticipated
 sublimation  losses due to high  air to particle volume ratios and
 long  flow  paths   in  hoses.   In  the absence of  any other viable
 alternative, it  was  decided  to  test  a pneumatic delivery system
 in combination with  the  crusher.

 Selection  and Adaptation of a Pneumatic Conveyor

     As part of  its mining equipment  line, MSA markets a pneu-
 matic  conveyor system designed  for crushed limestone.  This  unit.
 termed a  "rockduster" consists of a  blower, a  hopper, an auger
 feed screw  and a hose discharge.  It  is driven by an electric
 motor  in an explosion-proof housing meeting Bureau of Mines
 standards.

     A small unit with a capacity of  540 kg  (1200 Ibs)  per
 minute throughput was available.  In  the interest of time  as
 well  as cost along with the availability of engineers familiar
 with the unit and spare parts and optional equipment, a  de-
 cision was  reached to use this unit for the evaluation  of  pneu-
 matic  conveying.

     Some investigative tests were run by abutting the  two units.
 In the first run  about 68 kg  (150 Ibs) of dry ice was fed
 through the crusher-duster.   About 65 percent of the  charged
material  was delivered as particles.   This was  a  greater  sub-
 limation loss than with prior combinations but  was considered
 to be  acceptable.

     Using 30.5 m (100 ft) of hose it was  possible to reach  the
 far  side of the 7.6 m (25 ft) wide test pit from  the  near  side.
 Particulate distribution  was uneven  as anticipated ranging  from
0.32  cm to 2.54 cm (1/8 in.  to 1 in.) in  diameter.  Only  the
larger dry ice  particles  could be  projected to  the far  side.

     As with the  snow blower, the  capacity of the  crusher  is
significantly greater than the capacity of the  pneumatic  unit.

                              62

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 Excessive  feed  through  the  crusher  results  in  a  build  up  of  dry
 ice  particles  in  the  hopper.   The particles  bridge and weld,
 shutting off  feed  to  the  auger  at the  bottom of  the  hopper.  This
 bridging is easily  broken up mechanically  but  it  is  not an accept-
 able  situation.

      Several  modifications  were made in  the  rockduster in an
 attempt to alleviate  the  bridging.  The  sides  of  the hopper  were
 made  as smooth  as  possible  but  the  reverse  slope  of  the walls,
 the  main factor,  could  not  be  readily  changed.   Some air  from
 the  blower was  diverted back into the  hopper to  create agitation
 in that area.   It  was beneficial but not a  total  answer.

      The major  modification was increasing  the size  of the auger
 for  a  faster  solids throughput.  This  provided some  improvement
 of throughput  but  resulted  in  some  cases in  plugging at the
 nozzle-auger  interface.   This  appeared to  be due  to  the decreasing
 distance between  flights  along  the  length  of the  auger.   This
 tended to  compact  the solids as they move  through the auger
 section.   Because  of  the  nature of  the dry  ice,  the  particles
 self  weld  and agglomerate.

      The size of  the  auger  is 42.9  cm  (16  7/8  in.) long with the
 flights in the  hopper being 8.9 cm  (3  1/2  in.) diameter de-
 creasing to 4.8 cm  (1  7/8 in.)   diameter  in  the feed  tube  ex-
 tending off the hopper.    Plugging resulted  because the 4.8 cm
 (1 7/8 in.) diameter  section had flights decreasing  from  5.1  cm
 (2 in.) pitch spacing to  3.8 cm (1   1/2 in.)  spacing.   Another
 auger  of the  same size was  installed with  5.1 cm  (2  in.)   pitch
 spacing on all  the  flights.   This eliminated the  compacting
 effect of  the decreasing  pitch  of the  flights and the plugging
 at the end of the auger.

     To minimize back pressure  the   standard 3.8 cm (1 1/2  in.)
 hose was replaced with a  5.1 cm (2   in.)  inside diameter hose.
 Broadcasting distance was  not appreciably affected and large
 particles  were discharged  a  distance of  15-23 meters  (50-75 ft).
 To minimize fines production, crusher  speed was reduced from
 about  900  rpm to 600 rpm by pulley  wheel  change and an increase
 in the size of the  integral  screen.   These had some influence
 but it was  small.   Any significant   improvement in the operating
 characteristics appeared to  lie with major changes in crusher
 and/or conveyor design.

     After  completing  modifications, the  unit was operated con-
 tinuously  for approximately  19-20 minutes with a  throughput of
 260 kg (575 Ib) dry ice  or a rate of about 13.6 kg (30 lb)/min-
 ute.   Dry  ice  blocks used  were  25.4  cm  (10 in.) square by  about
 2.54  cm (1  in.) thick  (2.40  kg  [5.3  lb]/ea) fed at a  rate  of  one
 block about each 10 seconds.  Measurement of dry  ice  input to dry
 ice output  from the discharge hose  indicated about a  50 percent
conversion.  The basic limitation  was  a dry ice feed  of about

                                63

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13.6kg  (30 Ibs) per minute.  For the field demonstration to be
conducted, this was deemed adequate.

     Two further modifications were made in this combination of
units which had no relation to system capacity or efficiency.
One modification mated the two units into a single entity and
the other unified the power source.

     The rockduster comes mounted on a three-wheeled frame.  To
make the dry ice distribution system, the crusher was removed
from its wheeled frame and mounted above the hopper of the rock-
duster so that both units were not supported by the three-wheeled
frame.

     The rockduster is driven by an explosion-proof electric
motor but the crusher has a gasoline engine.   The engine can be
compromised by the presence of C02 vapor and it could be a source
of ignition of flammable material spills such as the diethyl
ether test spill  liquid.   To simplify the system, the gasoline
engine  was replaced with an explosion-proof electric motor.  Both
motors  could  be driven by a remote diesel/electric generator.

     The final  unit as deployed  for the field demonstration  is
shown in three views  in  Figure 10,  with an  isometric schematic
drawing  shown in Figure 11.
                               64

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hi g u r e 10.  Field demonstration un 11
                65

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        HOPPER
   GRINDER
HOSE. 15.2 m
   (50 ft)
                                                  GRINDER STARTER
                                                  5HP. 460 VAC. 3 0
CRUSHED DRY
ICE DISCHARGE
                                                              BLOWER & AUGER
                                                              MOTOR STARTER
                                                              5HP, 460 VAC. 3 (J
                      Figure  11.   Dry  ice  distributor.
                                    66

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                             SECTION  8

                         FIELD  DEMONSTRATION
      The  final  phase  of  the  program  was  the  conduct  of  a  demon-
 stration  of  the  feasibility  of  cooling as  a  technique to  control
 the  vapor  hazard  from  spilled volatile chemicals.  This demon-
 stration  was  designed  to  use  the  crusher-pneumatic unit evolved
 in  prior  phases  of  the program.

 DEMONSTRATION TEST  DESIGN

      The  final  demonstration  test  design paralleled  that  pre-
 viously used  to  evaluate  the  crusher-snow  blower combination.
 The  test  involved a spill area  of  46.5 m2  (500 ftz)  in  the form
 of  a  polyethylene-lined  steel pan  7.6 x  6.1  x 0.3 m  (25 x 20 x
 1 ft) deep.   The  impoundment  was  set up  in the same  manner and
 same  area  of  the  prior field  test.

      Diethylether was  chosen  as the  spill  simulant for  reasons
 previously described;  it  is a highly volatile, essentially non-
 toxic and  basically nonwater  soluble liquid.  Seven  hundred
 fifty-seven  liters .(200  gallons)  of  ether  was set as the  spill
 volume.   Eight  hundred sixteen  kilograms (1800 Ibs)  of  dry ice
 coolant in the  form of 25.4 x 25.4 x 2.54  cm  (10 x 10 x 1  in.)
 slabs was  available for  the test.

      The  spill  site was monitored  at five  points around the
 periphery  of  the  test  pit using gas  samplers.  The samplers draw
 one  liter  (0.26 gallon) per minute through a  250 ml  (0.066 gallon
 sample bottle.  Samples were designed to be  taken after charging
 the  ether  to  the  test  pit and again  after  maximum temperature re-
 duction was achieved.

      In addition  to gas samples,  spill  temperature measurements
 were  also  planned.  Weather instruments were  incorporated  into
 the  test plan to measure wind direction and  speed along  with
 ambient temperatures.

 FIELD TEST OPERATIONS

     The field test was conducted  on a  clear day with an ambient
 temperature of 21°C (69.8°F).  Wind speed averaged  32.2  kph (20
mph).  Due to unevenness  of the  test site,  difficulty was  ex-
 perienced  in leveling  the test pan.  This caused an uneven dis-

                                67

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 tribution  of  the  ether  in  the  tray.   The  ether  was  restricted  to
 the  upwind  end  of the  tray  covering  an  area  7.6  x  3.05  meters
 (25  x  10  ft).   This  caused  the  sensors  on  the downwind  side  of
 the  tray  to  be  about  3.05  meters  (10  ft)  away from  the  edge  of
 the  spill  rather  than  at  the  edge.

     After  initial  vapor  concentration  samples  were  taken, dry
 ice  was applied  to  the  liquid  in  the  tray  using  the  crusher-
 pneumatic  conveyor  system  developed  during  the  program.   The
 crusher-pneumatic system  was  located  about  25 meters  (80  ft) up-
 wind of the  spill  area.   A  diesel  generator  set  located about
 152  meters  (500  ft)  from  the  dry  ice  unit  provided  power  to  the
 two  electric  motors.

     Thirty  and  a half  meters  (100 ft)  of  hose was  connected to
 the  discharge  port  of  the  pneumatic  unit.   Dry  ice  blocks were
 fed  to the  crusher  at  an  average  rate of  13.6 kg (30  Ibs) per
 minute.  The  crushed dry  ice  particles  were  discharged  through
 the  hose onto  the spill surfaces  using  2.3  m 3 / m i n  (80 ftVmin)
 of air at 31.5 m/sec  (100  ft/sec)  using a  3.8 cm (1.5 in.)
 diameter hose.   Preliminary tests  had given  an application effic-
 iency of 50 percent for a  6.8  kg  (15  Ibs)  per minute  application
 of dry ice.

     The temperature of the spill  pool  was monitored  during dry
 ice  application and for an  extended period after application
 was  terminated.   A maximum  temperature  reduction of  -65°C (-85°F)
 was  achieved  after 20 minutes of  discharge.  The method of appli-
 cation used to distribute the C02  over  the spill surface  required
 continuous movement of  the  discharge across  the  spill surface.
 The maximum of -65°C (- 8 5 ° F) was  achieved during the  time of
 direct dry ice application  to that area where temperature was
 being monitored.  As the discharge is moved over the  surface of
 the  spill  the time interval between discharge at a  specific
 point and  the return of the discharge to that point was of the
 order of two  to three minutes.  In that interval temperature
 variations of as  much as 10°C (18°F)  were observed.  Thus, the
 avarage temperature at  any  point  in the spill pool  was about
 -60°C (-76°F).  Dry ice was discharged  for 30 minutes, consuming
 408 kg (900 Ibs).  Because of sublimation the amount actually
 applied to the spill is estimated at  50 percent  of  that quantity
 or 204 kg  (450 1bs).

     When  dry ice discharge was stopped the temperature of the
 pool  increased within 30 minutes  to -30°C (-2 2 ° F).   The rate  of
 rise slowed with  time as would be expected.  It  leveled off to  a
 slow rate  of rise above -20°C (4°F) and was still below -10°C
 (14°F)  after two  hours.  A plot of the temperature-time profile
 is given  in Figure 12.

     Ether vapor concentrations were  measured before dry ice  dis-
charge  was  initiated and again after  30 minutes  of  application.

                               68

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                                                   OJ
                                                  "O
                                                   

                                                  Qj
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69

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 The  values  obtained  vary  as  a  result  of  location  and  wind  effects.
 Thus  the  observed  vapor  concentrations  provide  only  a  relative
 measureofeffectiveness.

      Sample  stations  1 and  2 were  located  at  the  upwind  edge  of
 the  spill pool  and  locations 3,  4  and  5  were  at  the  downwind
 edge  of  the  impoundment  which  was  approximately  3  meters  (10  ft)
 downwind  from  the  edge of  the  spill pool as previously  noted.

      The  analysis  of  the  samples gave  the  following  results  in
 ppm:

         Sample  Sta t i_on      Before  Dry  Ice     After  Dry  I ce

             1                 6,400                 80

             2                 10,800               350

             3                 3,800                 80

             4                 2,100               430

             5                 2,300               540

      The  scatter is too great  for  any absolute quantitative
 analysis  but it is clear that  the  cooling  has markedly reduced
 the rate  of  vapor release fromthe ether.  The sublimation of
 the dry  ice  causes surface agitation which probably  exaggerates
 t he  vapor release.  The temperature reduction decreased the
 equilibrium  vapor pressure from 535 torr at20°C (68°F) to 4 torr at
 -60°C  (-75°F).

 SPILL  SCENE  CLEAN UP

      The  final  task of the program concerned an appraisal of the
 clean  up  procedures which would be appropriate for the cooled
 fluid  and those interferences which might occur.   For the sit-
 uation where the cooled spill remains  liquid,  such as with the
 diethyl ether,  the benefit of the  coolant is to slow materials
 loss  to the  environment through vaporization.   This does allow
 evaporation  of the spill  at a rate which would be  slow enough
 that  the TLV would not be exceeded for the  life of the spill  or
 would  be exceeded only at the immediate spill  area.

      The number of materials which might be treated in the above
manner is probably small.  It is  also  probable that only small
 spills could be allowed to evaporate although  spills  in remote
or difficulty accessible  areas  might be best dissipated through
slow evaporation.

     The obvious course of action is to pick up  the spill or
chemically treat it in place.   The  cooling  process should not in-
terfere with pickup by vacuum trucks,  the EPA  Emergency Collection
System or similar procedures using  collection  tanks or bags.   The

                               70

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 dry  ice  particles  that  might  be  entrained  in  the  spill  are  small
 enough  to  pass  through  hoses  and  valves.   C02  release  within  the
 container  may  necessitate  procedures  for  venting  over  pressure
 and/or  limit  the  volume which  could  be  drawn  into  a  given  con-
 tain e r  s i z e .

      Chemical  treatment needs  to  be  addressed  on  an  individual
 basis.   Chemical  reactions  which  are  exothermic would  be  counter
 productive  to  the  cooling  process.   Such  action would  need  to  be
 evaluated  with  reference  to the  benefits  of chemical treatment.

      Since  C02  is  not highly  soluble  in most  of the  materials  to
 which the  cooling  process  might  be applied, there  should  be
 little  retention  to  interfere  with ultimate disposal procedures
 such  as  containment  or  incineration.

      If  coolant application would convert  the  liquid to a solid,
 clean up  procedures  would  change.  If the  temperature  of  the
 spilled  material  is  decreased  well below  its  freezing  point,  it
 would be  possible  to pick  up  the  material  mechanically  as a
 solid.   Except  for small spills where shoveling by individuals
 could be  employed, mechanical  pick up may  be  problematic.  Heavy
 equipment  is not designed  to  skim materials nor to work rapidly.

      Solid  to solid  heat transfer is considerably  slower  than
 solid to  liquid and  in  practice it may  be  difficult  to  subcool
 the  spill  very  far.  If  subcooling is difficult, cooling could
 be used  to  hold the  spill  in a frozen condition until  clean up
 equipment  adaptable  to  a liquid is in place.   At that  time,
 cooling would be discontinued.  As the  spill warms and melts the
 cold  liquid can be picked up and  transferred to temporary con-
 tainment or treated  chemically if that  is  advisable.

      In terms of clean  up and/or  recovery  of a spilled chemical,
 the presence of the  coolant does  not appear to offer any serious
 interference.   It must  be constantly recognized, however, that
 the carbon dioxide can  pose a  life hazard  to personnel  in the
 spill area due to oxygen displacement.  All personnel working
 directly on the spill would probably require some sort of
 breathing protection due to the nature of  the  spill.   Self-con-
 tained breathing apparatus would  be preferred  to canister gas
 masks.  Canister units cannot  protect against  the aphyxiation
 hazard of high C02-low oxygen   atmospheres.  The spill area at-
 mosphere should be continuous  monitored.   The  spill area must
 always be considered dangerous.   Impairment of work skills or
 conscious processes due  to reduced oxygen  levels can  have dra-
matic consequences .

 EVALUATION OF COOLING AS A MECHANISM  OF VAPOR  HAZARD  CONTROL

     The work which has  been conducted during   this project has
well  established the  feasibility of cooling to reduce the  vapor


                               71

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hazard from spilled volatile chemicals.  There are some areas
where improvements could be made in the dispensing equipment but
these are not beyond technology.  The question which remains un-
answered concerns the practicability of the coolant system.  A
series of questions need to be answered in assessing practic-
ability:

        •  To how many spills would the cooling
          technique be applicable?

        •  Of these, what number could be treated
          by an alternate procedure?

        •  Do the alternate procedures give commensurate
          results or do they possess advantages in terms
          of logistics, deployment or application which
          would justify some reduction in  efficiency?

     The answers to these questions allows determination of the
number of  spills for which cooling would be chosen as the most
effective  procedure.   This gives a base to establish the de-
sirability of investment in the equipment  necessary to  effectively
utilize  the coolant technology.  The technology is completely de-
pendent  on the  ready availability of both  coolant and equipment
and the  ability to deploy and  use it at the spill  site.   Until
these factors are established,  any evaluation  will  be incomplete.
                              72

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                           REFERENCES
Bell, G.E., "A Refinement of the Heat Balance Integral Method
     Applied to a Melting Problem", J. Heat Mass Transfer 21,
     1357  (1978).

Board, S.J., Clare, A.J., Duffey, R.B., Hall, R.S., and Poole,
     D.H., "An Experimental Study of Energy Transfer Processes
     Relevant to Thermal Explosions", J. Heat Mass Transfer 14,
     1631-1641 (1971).

Brown, D., et al, "Techniques for Handling Landborne Spills of
     Volumetric Hazardous Substances", Battelle Columbus Lab-
     oratories, Contract 68-02-1323, Task 52.

Drake, E.M., and Reid, R.C., "How LNG Boils on Soils", Hy^ro.-
     carbon Proc. 54-  (5), 191-194 (1975).

Greer, J.S., "Feasibility Study of Response Techniques for Dis-
     charges of Hazardous Chemicals that Float on Water",  Report
     No.  CG-D-56-77, Contract DOT-CG-51870-A (1976).

Gross, S.S. and Hiltz, R.H., "Evaluation/Development  of Foams
     for  Mitigating Air Pollution From Hazardous Spills'1,  EPA
     Contract 68-03-2478 (1980).

Kosky, P.G., and  Lyon, D.N., "Pool  Boiling Heat  Transfer to
     Cryogenic Liquids: I.  Nucleate Regime Data  and a  Test of
     Some Nucleate  Boiling  Correlations",  AIChE  Journal  14 (3),
     372-377 (1968).

Slade,  D.H.,  Editor, Meteorology  and Atomic  Energy , U.S . A . E . C .
     Div. of Tech.  Info~Report No.  TID  2419~0 (July 1968).
                              73

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TECH.V' vL REPORT DATA
i Please reed Instruct: > uii tne reverse before cornptcr.n^i
1. REPORT NC. 2.
4. TITLE AND SUBTITLE
MODIFICATION OF SPILL FACTORS AFFECTING AIR POLLUTION
Vol. ] - An Evaluation of Cooling as a Vapor Mitigation
Procedure for Spilled Volatile Chemicals
7. AUThORlS)
J.S. Greer, S.S. Gross, R.H. Hiltz, and M.J. McGoff
9 PERFORMING ORGANIZATION NAME AND ADDRESS
MSA RESEARCH CORPORATION
Division of Mine Safety Appliances Company
Evans City, Pennsylvania 16033
12. SPONSORING AGENCY NAME AND ADDRESS
Municipal Environmental Research Laboratory
Office of Research and Development
U.S. Environmental Protection Agency
Cincinnati , Ohio 45268
3. RECIPIENT'S ACCESSION NO.
5. REPORT DATE
May I 981
5. PERFORMING ORGANIZATION CODE
3. PERFORMING ORGANIZATION REPORT "C
80-197
10. PROGRAM ELEMENT NO.
11. CONTRACT/GRANT NO.
68-03-2648
13. TYPE OF REPORT AND PSRIOO COVSREC
Final - Sep 1978 - Dec 1980
14. SPONSORING AGENCY CODE
15. SUPPLEMENTARY NOTES
Monitoring Agency: Rockwell International, Newbury Park, California 91320
 15. ABSTRACT
Soilled cnemicals that pose a nazard to the land and water ecosystems  can  also  provide  a
significant vapor nazard.   Altnougn the vapors  released  by such chemicals  -"ay  ultimately  be
dispersed in the environment with little long-tern effects, they do pose a hazard tc  life a
property downwind of the spill.
                                                                                                                   and
3
1
                         Among tne vapor amelioration techniques  that  hav
                                            re of a  spill  and  reduce  its  _._
                                             feasibility studyof tnat mechanism.
                           ,, ,__	,___  	 ...e been  considered  1s  the  use  of a  coolart  to
 ower the temperature of a spill and reduce its  equilibrium vapor  pressure.   This  program  has
 een conducted as a
                         filter ice  dees  not  cool  sufficiently.   Liquid  nitrogen  and  carbon  dioxide  requ're  large
                         quantities  of material,  and  produce  a  dense  obscuring cloud  that has  sore  adverse  indication

                         3ry  ice  avoids  the  problems  presented  by  the other  coolants  and  is  readily available at a
                         -easonable  cost,  out  a method  is  reouired  for  crushing  and  distributing  tr.e dry  ic = tc the
                         spill.   A  prototype unit  was developed  consisting of a  crusher and  a  pneumatic conveyor to
                         perfjr-i  these functions.

                         A  pool of  diethyl ether with 2.23 -n   (250  sq ft) of surface  was cooled to -5C°C i-7:'',  using
                         408  Kg (900  Ib) of  dry  ice fed  at a  rate of  13.6 kg (30  Ib)  per minute.   A measurable
                         reduction  in downwind vapor  concentration  was  realized.  POO! teiroerature was  still below
                         -!0=C (14°F)  2 hours after dry  ice discharge was terminated.

                         This  program has  established feasibility of  tne mechanism, but aaditional work is  necessary
                         to establish practicality, define materials  to which cooling  is applicable, and ootim'ze the
                         dispensing  equipment.
                                                                                                    5
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17. KEY WORDS AND DOCUMENT ANALYSIS
a. DESCRIPTORS
Evaporation Control, Hazardous Materials,
Chemical Spills
IS. DISTRIBUTION STATEMENT
Release to pub! ic
b. IDENTIFIERS/OPEN ENDED TERMS
Spill Control, Hazard-
ous Material s Spil 1 s ,
Coolants, Vapor Pressure
Reduction, Diethylether ,
Dry Ice Distribution
System
19. SECURITY CLASS (Tins Report/
UNCLASSIFIED
20. SECURITY CLASS /This pa%ej
UNCLASSIFIED
c. COSATl FiiriJ/Group
11/07 Coolants
07/04
06/20
21 . NO. OF PAGES
79
22. PRICE
EPA Form 2220-1 (R«». .1-77)
                                   PREVIOUS EOITION IS OBSOLETE
                                                              74

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