&EPA
             United States
             Environmental Protection
             Agency
             Environmental Research
             Laboratory
             Corvallis OR 97330
EPA-600/3-80-01 5
January 1980
             Research and Development
Effects of Acid
Precipitation on Soil
Leachate Quality
            Computer
            Calculations

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                 RESEARCH REPORTING SERIES

 Research reports of the Office of Research and Development, U.S. Environmental
 Protection Agency, have been grouped into nine series. These nine broad cate-
 gories were established to facilitate further development and application of en-
 vironmental technology. Elimination of traditional grouping was consciously
 planned to foster technology transfer and a maximum interface in  related fields.
 The nine series are:

      1.   Environmental Health Effects Research
      2.   Environmental Protection Technology
      3,   Ecological Research
      4.   Environmental Monitoring
      5.   Socioeconomic Environmental Studies
      6,   Scientific and Technical Assessment Reports (STAR)
      7.   Interagency Energy-Environment Research and Development
      8.   "Special" Reports
      9.   Miscellaneous Reports

This report has been assigned to the ECOLOGICAL RESEARCH series. This series
 describes  research on the effects of pollution  on humans, plant and animal spe-
 cies, and materials. Problems are assessed for their long- and short-term influ-
 ences. Investigations include formation, transport, and pathway studies to deter-
 mine the fate of pollutants and their effects. This work provides the technical basis
for setting  standards to minimize undesirable  changes in living organisms in the
aquatic, terrestrial, and  atmospheric environments.
This document is available to the public through the National Technical Informa-
tion Service, Springfield, Virginia  22161.

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                                             EPA-600/3-80-015
                                             January 1980
EFFECTS OF ACID PRECIPITATION ON SOIL LEACHATE QUALITY

                 Computer Calculations


                          by
                   Garrison Sposito
                      A.  L. Page
                     Mark E.  Frink

     Repartment of Soil and Environmental Sciences
               University of California
              Riverside,  California 92521
               Contract Number B0836NAEX
                    Project Officer

                    Bruce Lighthart
                 Terrestrial Division
      Corvallis Environmental Research Laboratory
                Corvallis, Oregon 97330
      CORVALLIS ENVIRONMENTAL RESEARCH LABORATORY
          OFFICE OF RESEARCH AND DEVELOPMENT
         U.S.  ENVIRONMENTAL PROTECTION AGENCY
                CORVALLIS, OREGON 97330

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                                  DISCLAIMER

     One of the  principal  reasons  for the preparation  of  this  report for the
Environmental  Protection Agency was to supply scientifically valid information
which  could  be  incorporated  into  the  EPA  S02-Particulate  Matter  criteria
document, presently  in  the  final  stages of preparation.  A strict requirement
pertaining to that document is that any scientific information used there must
be  published  (or  at least  in press)  by  January 1,  1980.   Because of  this
demanding time constraint,  it  was  necessary that the  contractor  prepare this
report  in  a shorter time than would ordinarily be attempted, and  that  it be
published by  EPA without undergoing peer  review.   We  feel that  early  publi-
cation  of  these  results  in  order to  stimulate the broadest  scientific dis-
cussion  prior  to completion of  the criteria  document justified waiving  our
normally  more  rigorous  prepublication  review  requirements.    Publication,
however, does not signifiy that the the contents necessarily reflect the views
and policies  of  EPA, nor does  mention of trade names  or  commercial  products
constitute endorsement or recommendation for use.
                                      n

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                                   FOREWORD

     Effective  regulatory  and   enforcement   actions  by  the  Environmental
Protection Agency would  be  virtually impossible without sound scientific data
on pollutants  and their  impact  on environmental stability  and  human health.
Responsibility for building this  data base has  been  assigned  to EPA's Office
of Research and Development and its 15 major field installations, one of which
is the Corvallis Environmental Research Laboratory.

     The  primary mission of  the  Corvallis  Laboratory  is  research on  the
effects  of environmental  pollutants on  terrestrial, freshwater,  and marine
ecosystems; the  behavior,  effects  and  control  of  pollutants  in  lakes  and
streams; and  the development  of  predictive models on the movement of pollu-
tants in the biosphere.

     In  the  investigation reported  here,  a chemical  thermodynamic model  has
been used  to  predict the  chemical  species in solutions of  soils,  from three
northeastern states,  affected  by acid precipitation.   This kind of information
is basic  to the  prediction of acid precipitation effects on  soil  fertility,
ecosystem productivity,  and toxicity effects on aquatic species.
                                   Thomas A.  Murphy, Director
                                   Corvallis Environmental Research Laboratory
                                      m

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                                   ABSTRACT

     The  multipurpose  computer program GEOCHEM was employed  to  calculate the
equilibrium  speciation   in   23  examples  of  acid  precipitation  from  New
Hampshire,  New  York,  and  Maine,  and  in  the same number of  mixtures  of acid
precipitation with minerals  characteristic  of soils in the three  states men-
tioned.   Between 100  and 200  soluble inorganic  and  organic complexes were
taken into account in each speciation calculation.   The calculations performed
on  the acid  precipitation  samples  showed  that  the  metals  (including  heavy
metals) and the sulfate,  chloride,  and  nitrate  ligands  would  be  almost en-
tirely in their free ionic forms,  while the phosphate,  carbonate, ammonia, and
organic ligands  would  be in  their protonated forms.   This result was indepen-
dent of the geographic location of the acid precipitation  and  the month of the
year in which the sample was  collected.

     The  speciation  calculations  on  the  precipitation-soil  mineral  mixtures
showed  that aluminum  and iron  levels in  a soil  solution affected  by acid
precipitation would  be  significantly  higher than in  one whose chemistry  is
dominated by carbonic  acid.   The  higher levels found were caused by the lower
pH value  of acid precipitation as well as  by complexes  formed with inorganic
and  organic ligands.    It was  also  shown  that  soil  cation  exchangers  would
adsorb preferentially heavy metals,  such as Cd and Pb,  which are  found in acid
precipitation.

     This report was submitted in  fulfillment of Contract  No.  B0836NAEX by the
University  of  California,  Riverside,  under  the sponsorship  of  the  U.S.
Environmental Protection Agency.
                                      IV

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                                   CONTENTS

Foreword	    iii

Abstract	     iv

Figures	     vi

Tables	     vi

Acknowledgements	  .   viii

     1.  Introduction  	      1

     2.  Conclusions 	      2

     3.  Recommendations	      3

     4.  The Computer Program GEOCHEM  	  ....      4

               Development of the program  	      4

               General features of the program 	      4

               Input data required by the program	      8

     5.  Scenario for the Mixing of Acid Precipitation
         with Surface Soils  	      8

                    Composition data and speciation for acid
                         precipitation   	      9

                    Interaction of acid precipitation with soil
                         minerals	     24

     6.  Soil Response to Acid Precipitation   	     27

                    New Hampshire soils	     27

                    New York and Maine soils   	     33

References	     36

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                                    FIGURES

Number                                                                  Page

  1   GEOCHEM computer program model  	     6


                                    TABLES
Number                                                                  Page

  1   Code numbers and symbols for the  metals  and
     ligands considered by GEOCHEM  	    10

  2  Speciation in the mean annual  precipitation  at
     Hubbard Brook  	    11

  3  Speciation in the mean January precipitation at
     Hubbard Brook  	    13

  4  Speciation in the mean February precipitation at
     Hubbard Brook  	    13

  5  Speciation in the mean March precipitation at
     Hubbard Brook	    14

  6  Speciation in the mean April precipitation at
     Hubbard Brook  	    14

  7  Speciation in the mean May precipitation at
     Hubbard Brook  	    15

  8  Speciation in the mean June precipitation at
     Hubbard Brook  	    15

  9  Speciation in the mean July precipitation at
     Hubbard Brook	    16

 10  Speciation in the mean August precipitation  at
     Hubbard Brook	16

 11   Speciation in the mean September  precipitation at
     Hubbard Brook	17

 12  Speciation in the mean October precipitation at
     Hubbard Brook  	  17
                                       VI

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                                TABLES (cont'd)
Number                                                                   Page

 13  Speciation in the mean November precipitation at
     Hubbard Brook	"18

 14  Speciation in the mean December precipitation at
     Hubbard Brook	18

 15  Speciation in the mean annual  precipitation at
     Mt.  Moosilauke	   19

 16  Speciation in throughfall  at Hubbard Brook  (June
     and October mean)	20

 17  Speciation in throughfall  at Mt. Moosilauke
     (mean annual)	21

 18  Speciation in precipitation at Ithaca,  New  York	22

 19  Speciation in precipitation at Caribou,  Maine  	   23

 20  Total "baseline" soluble aluminum and iron  in representative
     soils from three precipitation study areas  	   25

 21  Speciation in the mean annual  precipitation/soil
     mixture at Hubbard Brook .  .  .	'	28

 22  Speciation in the mean January precipitation/soil
     mixture at Hubbard Brook 	   29

 23  Speciation in the mean July precipitation/soil
     mixture at Hubbard Brook 	   30

 24  Speciation in the mean annual  precipitation/soil
     mixture at Mt. Moosilauke	   31

 25  Speciation in the throughfalI/soil mixture  at
     Mt.  Moosilauke	32

 26  Speciation in the precipitation/soil mixture
     at Ithaca, New York	34

 27  Speciation in the precipitation/soil mixture
     at Caribou, Maine	35

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                               ACKNOWLEDGEMENTS

     The acquisition of  experimental  data on the chemical  composition of acid
precipitation was made possible  through the splendid assistance  of  Mr.  Danny
Rambo,  USEPA-Corvallis  Environmental   Research   Laboratory.    Gratitude  is
expressed also  to Dr.  Christopher  S.  Cronan of the Department  of Biological
Sciences at  Dartmouth College  for sending reprints and  a  preprint containing
data  on  the   composition   of  acid  precipitation,   throughfall,  and  soil
percolate.
                                      vm

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                                 INTRODUCTION

     Much  evidence  has accumulated  during  the past  several  years concerning
the phenomenon  of acid  precipitation  in the  northeastern United  States.   A
general  consensus appears  to be  developing  in regard  to the  importance  of
obtaining  a  thorough understanding  of  the  chemistry of the  soil  solution  in
ecosystems affected  by acid  precipitation.   It is appreciated  now that pre-
dictions about soil  fertility, ecosystem productivity, and toxicity effects  on
aquatic  species  cannot be  made  unless  information  is  available  to  permit a
detailed consideration of the chemical  species which appear in soils receiving
meteoric waters containing excess strong inorganic acids.

     One observation that has emerged in recent biogeochemical studies on acid
precipitation effects  is  that the replacement of a soil  solution dominated  by
carbonic  and organic  acids  by  one whose  pH  value  is  controlled by  strong
inorganic  acids,  such  as  nitric  and sulfuric  acids,  may produce increased
levels of  soluble aluminum  in the soil.   This increase in aluminum solubility
is proposed  to occur  because of  the  enhanced dissolution of  soil minerals.
The resultant high  levels of aluminum in the  soil  solution are easily trans-
ferred to  the  channel  system, if the pH value of the subsurface water remains
low,   and  thereby can  disturb seriously the ecological balance  among aquatic
species through toxicity.

     In  the  present investigation,  an  attempt has  been  made  to  predict the
chemical   species  in  a soil  solution affected by  acid  precipitation.  The
method is a calculation, based on chemical  thermodynamic  principles, performed
by the computer  program GEOCHEM.   GEOCHEM can compute the equilibrium specia-
tion in an aqueous solution where several hundred soluble complexes and solids
can form  among  as many as 36 metals and 66  inorganic and organic ligands.  It
is, therefore,  capable  of  accurate  estimation of  metal  solubility charac-
teristics  in a  soil  solution, despite the chemical  heterogeneity  expected  in
this system.

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                                  CONCLUSIONS

     An application of  the  computer program GEOCHEM to the calculation of the
chemical species  in acid  precipitation collected in New  Hampshire,  New York,
and Maine  has  shown  that  the metals in  precipitation  are in their free ionic
forms, as  are  the ligands S04,  Cl, and  N03)  while  the ligands C03,  P04, NH3,
and organic  ligands  are  in  their protonated forms.   This result  is  based on
the consideration of  about  140  possible complexes  by the program  and  is in
agreement with the generally accepted view of acid precipitation as a solution
of salts mixed with  sulfuric,  hydrochloric, and nitric acids.   The speciation
calculation produced virtually identical  results regardless of the location of
collection of  the acid precipitation  or the  time  of year  it  was collected.

     The interaction between acid precipitation and soil,  simulated in specia-
tion  calculations  on  a  system  comprising  the  precipitation,  amorphous
Al(OH)3(s) and Fe(OH)3(s), and a cation exchange surface,  was shown to produce
levels of Al  and Fe in the soil  solution which were orders of magnitude larger
than the levels  predicted for a soil  solution  dominated  by  carbonic acid and
in equilibrium with amorphous Al  and Fe hydrous  oxides.   These higher levels
were the  result  both  of  lower pH value  in  the acid precipitation and  of the
presence of  metal-complexing ligands.    The  cation exchanger in  the  soil  was
found to adsorb preferentially the heavy metals in acid precipitation, such as
Cd  and  Pb.   All of  these  effects  occurred  regardless  of the  geographical
location or month of collection  of the  acid  precipitation  data.

     The calculations  performed  by GEOCHEM corroborated the recent suggestions
of  ecologists  and earth  scientists,  that  percolation of acid precipitation
through the  soil tends to  dissolve  the  least stable  soil minerals  and raise
the levels of aluminum significantly in the  subsurface runoff which ultimately
finds its way into the channel  system of a watershed.

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                                RECOMMENDATIONS

     Much  more  detailed  chemical  information  about the  interaction  between
acid  precipitation  and   northeastern  U.S.   soils  could  be obtained  through
further simulation studies  using  GEOCHEM.   In the present investigation,  only
a portion  of the  aluminum-containing  soil  minerals  was included and  a  very
simple set of soil  solution organic ligands was employed.  There is  a need to
involve  complex  aluminosilicates  which are  known  to exist  in the  soils  of
interest,  such  as  muscovite  and  vermiculite, in the simulations to  obtain a
complete picture  of  the  effect  of acid  precipitation  on  the  dissolution of
aluminum-bearing soil  minerals.    There is  also  a  need  to consider a  broad
range  of  organic  acids  which  better  represents   the   actual  water-soluble
organic matter in  the  soil  solution.   These extensions  are both possible with
the current level  of development of GEOCHEM.

     This study  of the effect of acid precipitation on soils was made somewhat
more  difficult  than  need be  by the  lack of  available  data on  the  complete
chemical  composition and mineralogy  of the  pertinent  surface  soils.   Every
effort should be  made in the  future  to characterize the soils  in the  water-
sheds of interest with respect to their chemical properties just as  completely
as the acid precipitation which infiltrates  them has been characterized in the
past.

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                         THE COMPUTER PROGRAM GEOCHEM

DEVELOPMENT OF THE PROGRAM

     GEOCHEM  is  a  multipurpose  computer program  for calculating  the  equil-
ibrium speciation of  the chemical  elements in the soil solution (Mattigod and
Sposito,  1979;  Sposito  and  Mattigod,  1979).   The  method of  calculation em-
ployed in the program is based in chemical thermodynamics.  For each component
of a soil solution,  a mole balance equation is set up and thermodynamic equil-
ibrium constants corrected  for ionic strength are incorporated into the vari-
ous terms of  this  equation according to the law of mass action.  The solution
of the  set  of non-linear algebraic equations which  results  from mole balance
applied  to  all  the  components simultaneously ultimately  provides  the concen-
tration  of  each  dissolved, solid,  and  adsorbed species  in the  soil  system
under consideration.  Some typical  applications of GEOCHEM would include:   (1)
prediction of the concentrations of inorganic and organic complexes of a metal
cation  in  a  soil solution;  (2)  calculation of the  concentration  of a parti-
cular chemical form of a nutrient element in a solution bathing plant roots so
as to  correlate  that  form with nutrient uptake;  (3) prediction of the fate of
a pollutant metal added to a  soil solution of  known characteristics; and (4)
estimation of the effect of changing pH,  ionic strength redox potential, water
content, or  the  concentration of  some  element  on the solubility  of a chosen
chemical element in a soil solution.

     GEOCHEM  is  a modified  version of the computer program REDEQL2, which was
developed at  the California Institute of Technology  by  F.  M.  M. Morel, R. E.
McDuff,  and  J.   J.  Morgan.   The detailed structure  of  REDEQL2 has  been de-
scribed  in several  published articles (Morel  and Morgan,  1972;  Morel et al.,
1973; Morel  and  Yeasted,  1977)  and  in  two reports  (McDuff and Morel, 1973;
Ingle et aj., 1978).   The methods  of numerical  analysis  employed in the pro-
gram  are discussed  by  Morel  and Morgan (1972)  and are  compared  with the
methods  used  in  other  computer  programs by Leggett  (1977).   GEOCHEM differs
from REDEQL2  principally in containing  more than twice  as  much thermodynamic
data;  in utilizing  thermodynamic  data  which have  been  selected critically
especially  for  soil  systems;  in  containing a  method for  describing  cation
exchange (Mattigod and Sposito, 1979),- and in employing a different subroutine
for correcting thermodynamic equilibrium constants for the  effect of nonzero
ionic strength.

GENERAL FEATURES OF  THE PROGRAM


     GEOCHEM  is  written in  IBM  370  FORTRAN  IV  and is compatible  with the  G

compiler, level   21.7.   The  program requires about 200K of core.  For any soil

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solution  data  to  be analyzed  by  the  program,  the chemical  components  are
identified as  metals and  unprotonated  ligands instead of,  for example,  com-
plexes  and solids  containing metals  and  ligands.   The  principal  variables
considered by  the  program  are the free ionic concentrations of the metals and
ligands.  Accordingly, the  mole  balance equation for a metal  M is written in
the form:

          M  = [Mn+] + I a      [Mn+f [H+]* [iT]?                        (1)
where MT  is the  total  molar concentration  of the metal CK  „  is  the condi-
tional stability  or  formation  constant for the compound, M HyL  '  H refers to
the proton, and L refers to a ligand.   The conditional stability and formation
constant,    K   „,  and the  notation  employed  for  a compound  are discussed by
Sposito and Mattigod (1979).   The point  to  be made here is  that  Eq.  (1)  and
the  analogous  expression for  the  total  molar concentration  of  a  ligand,  LT,
are  nonlinear  algebraic equations  in  the   free  ionic concentrations.   The
numerical  analysis problem  solved  by  GEOCHEM  is to calculate the set of free
ionic concentrations that satisfies a given set of mole balance equations (one
equation  for  each metal  and  each ligand in  the  system being  investigated),
subject to  input  values of the MT and L-.- along with the thermodynami c equili-
brium K  _ which are stored in the program.  During the computation, the ionic
strength  is calculated  using  the current values of the concentrations of all
charged species that are possible  and the CK  . are computed in the usual  way
with  the  values of  the Kg  and with single-ion  activity  coefficients (see,
e.g., Stumm and Morgan,  1970).   Thus the computer calculation  is  done self-
consistently,   with  the  total  analytical  concentrations  and  the  thermodynamic
equilibrium constants corrected  for  ionic strength related through mole bal-
ance (see Figure 1).
     GEOCHEM currently  stores  thermodynamic  data  for 36 metals and 66 ligands
which form  more  than 2,000 compounds.  These metals and ligands are listed in
Table 1  along with  their code numbers and code symbols.  For a given metal-
ligand combination,  up  to six soluble complexes and up to three solids can be
considered  by  the  program.   In addition  to  the three solids  per metal -ligand
combination, mixed  solids containing  more than one  metal  or  ligand  are  in-
cluded in  the  program.   Formation  constants  for up to 20 mixed solids may be
incorporated  into  GEOCHEM;  at present there  are  18  mixed solids, including
illite,  muscovite, chlorite, vermiculite, and several  montmorillomites.

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I  INPUT I
  	"'
CONSTITUENT METALS AND LIGANDS
SET OF SOLIDS
MT,LT

Mrum+T
j-[M J
AT=[An-]

*
MOLE B
+ Zvc[CvcHyAva(
+ Zv [Cv HyAv (
9 C cl

f 	
ALANCES
aq)] + Zv1[Cv1H6Av2(s)] ^ 7
aq)] + Zv2[Cv1H6Av2

ELIMINATION OF SOLIDS
\
t
ELIMINATION OF COMPLEXES
CKs
x

| NEWTON- RAPHSON ALGORITHM 1

COh

•\
t
ICENTRATIONS OF FREE IONIC SPECIES, i
COMPLEXES, AND SOLIDS

YES-*
                           PRECIPITATION-
                           DISSOLUTION
                            OF SOLIDS
Figure 1.

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     GEOCHEM can  describe  soil  solution equilibria in which the partial pres-
sures of  N2,  02>  and C02 are permitted to vary.  The variation in 02 pressure
is  treated  as an  oxidation-reduction  phenomenon through the  inclusion of 24
redox equations in  the  program.   These redox equations are discussed fully by
Sposito and Mattigod (1979).

     There are several specific characteristics of GEOCHEM that should be kept
in  mind  as  the results  of  this  report are  read.   These  characteristics are
most conveniently emphasized by the following list.

     (1)  The data  bank  of GEOCHEM consists of thermodynamic data at 25°C and
1  atmosphere.   Therefore,  all  equilibrium calculations are  performed at this
fixed temperature and pressure.   It is possible for a user to run equilibrium
computations  on  GEOCHEM at  temperatures  and pressures other  than  25°C and 1
atmosphere provided  that  a separate data bank is compiled by the user for the
temperature and pressure of interest.

     (2)   An  accounting   for  metastable  species  and species  that are  not
favored kinetically  can  be incorporated into the computation by methods which
are described by  Sposito  and Mattigod (1979).   It  is  not necessary to assume
complete thermodynamic equilibrium in order to do a calculation.

     (3)  The condition  of electroneutrality is not imposed during a computa-
tion performed by GEOCHEM.   The  only constraint  imposed  is  that of mole bal-
ance  (i.e.,  mass  conservation),  as  discussed  above.   The  fact  that  charge
conservation  is  not  considered  by the  program  has  the  advantage  that ana-
lytical   data  in  which,  for reasons  of experimental  error  or  omission,  the
equivalents of  metals do  not  equal the  equivalents of ligands  may still  be
analyzed  for  speciation.   On the  other  hand, there is no guarantee that the
weighted  sum  of  positively-charged species  will  equal  the weighted  sum  of
negatively-charged species according to the electroneutrality principle.  This
condition may be  useful  when examining the  speciation  results for a complete
and accurate  set  of analytical  data to see  if  the  computer results are self-
consistent.   If electrical neutrality is violated, the thermodynamic data that
were used may need revision or augmentation.

     (4)  Ionic strength  corrections  are  made in the  program  through the use
of single-ion or single-molecule activity coefficients.  The equation employed
to compute the activity coefficients (at 25°C) is:
                              1+aBV I


where A =  0.5116 dm3/2 mol-1/2,  B = 0.3292 x  108  dm3/2 cm mol-1/2, Z is the
valence of the  chemical  species,  and I is the true ionic strength in mol  dm-3
(1 dm3 =  103  cm3).   The values of the  parameters a and B°  in  turn depend on
the value of I:

     (a)  If  I  < 0.5 mol dm-3, a = I/B and B° = 0.3AZ2.   Thus Eq. (2) reduces
to the Davies equation.

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     (b)  If  I  >  0.5 mol dm-3, B° =  0.041  dm3 mol-1 and a = 4 x 10-8 cm, 5 x
10-8 cm, and 6 x TO-8 cm for monovalent, bivalent, and trivalent ions, respec-
tively.   In this  case,  Eq.  (2) becomes the  Helgeson (1969) equation as modi-
fied by Truesdell  and Jones (1973).

     (c)  For neutral  species, at all  values  of  I,  B° = 0.1  dm3  mol-1 (see,
e.g., Helgeson, 1969).   Since  Z = 0  in this case,  the first  term  in Eq.  (2)
does not contribute to the calculation of T.


INPUT DATA REQUIRED BY THE PROGRAM

     To some  extent  the  data which must be  input to GEOCHEM in order for the
program to do a speciation analysis  depend  on  the  type of problem to be con-
sidered.  Some of the general requirements are as follows:

     (1)  Total molar concentrations  of each metal and each ligand chosen from
Table 1.

     (2)  Either  the pH  value or the  total net proton concentration  in mol
dm-3.  If the pH value is available,  it should be used.

     (3)  If  solids  are to be  considered,  a choice must be made  as  to which
solid phases will  be permitted to precipitate during the computation.

     (4)  If  the  soil  solution is to be regarded as open with respect to C02,
the partial  pressure of this gas must be imposed.
                                      8

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                  SCENARIO FOR MIXING OF ACID PRECIPITATION
                              WITH SURFACE SOILS

COMPOSITION DATA AND SPECIATION FOR ACID PRECIPITATION

     A  diligent  review of  the available data on  the  chemical  composition of
acid precipitation  in  the northeastern United States produced several sets of
total  concentration values  which could  be  employed  in  the present  study.
These  sets  of data  referred  to three localities  of current  interest in acid
precipitation  research:   the  area  in or near the Hubbard Brook Experimental
Forest  in  New Hampshire,  the area  near  Ithaca, New York, and  the  area near
Caribou, Maine.   The composition  data for  New  Hampshire were  obtained from
four sources.  Data on the major constituents of acid precipitation were taken
from tables  compiled by  Likens et  al_. ,  (1977) and by Cronon  (1979).   In the
case of Cronan's  data,  it was  necessary  to  compute Aly with the  help  of Eq.
(1) and  the  assumption  that th_e only species to be jnciuded on the right-hand
side of the equation  are Al3  ,  A10H2  ,  and A1(OH)2.  These  basic  data were
augmented by the  inclusion  of organic acid and heavy metal  components.  The
added  organic  acid  was  citric acid, at a total concentration of 10-5'28M (1.1
x 10-6 kg dm-3) as suggested by Likens (1975).  The added heavy metals were Cd
at 10-8>28M and Pb(II) at 10-7>19M, based on the data presented by Schlesinger
et aj.  (1974).  These  additional  data were  included  so  as to obtain the most
complete overall  chemical  picture of the New  Hampshire acid  precipitation in
the present  modeling  effort.   The composition data for New York were obtained
from Tables  1  and 2 in Likens  (1972)  and Table  2  in  Likens  (1975).   In this
case,  the  organic acid component was  taken  to be  acetic  acid  at  three times
the  molarity of  the  citric acid  employed  in the New Hampshire  data.   This
change was necessitated here and in certain cases reported in Section 6 by the
fact that convergence  of  the speciation calculation was  improved  when citric
acid was  replaced.   The  composition data for  Maine were  obtained  from maps
presented in Lodge et aj., (1968) and, for the trace metal components, Cd, Cu,
Fe, Mn,  Ni, Pb, and Zn,  from data provided by  D.  Rambo  (personal  communica-
tion,  1979).   In  all,  21  sets  of  composition data  were generated  for New
Hampshire acid precipitation,  with  one set each for  New  York and Maine.  The
data gathered  correspond  to both different years  and  different  months of the
year averaged  over several  seasons  of data collection.    It  is  expected that
the total concentration values obtained and analyzed will  be representative of
the general  chemical features of acid precipitation.

     Table 2 lists the results of a speciation calculation for the mean annual
acid precipitation  (1963-1974) at  Hubbard  Brook  (Table  4 in  Likens et a]_.,
1977).   The  second  column in the table gives the negative common logarithm of
the total  molar concentration  of each component,  the third  column  gives the
negative common logarithm of+the molar concentration of the free ionic species
of the  component  (e.g.,  Ca2  in  the  case  of Ca and NOg  in the  case of N03),

-------
TABLE 1.   CODE NUMBERS  AND  SYMBOLS  FOR THE METALS AND LIGANDS CONSIDERED BY GEOCHEM



1. Ca2 + 8. Mm2*
2. Mg2* 9. Cu2+
3. Sr2* 10. Ba2*
4. K+ 11. Cd2+
5. Na+ 12. Zn2*
6. Fe3+ 13. Ni2+
7. Fe2 + 14. Hg2+


1. CO2." 13. S20§"
2. SOl' 14- CN"
3. Cl" 15. AC"
4. F" 16. ACAC"
5. Br" 17. CIT3"
6. I" 18. OX2"
7. NH§ 19. SAL2"
8. S2" 20. TART2"
9. POij" 21. EN°
10. P20f" 22. DIP0
11. P30fo 23. SUSAL3"
12. Si02(OH)2" 24. GLY"
*AC = acetate
ACAC = acetylactate
CIT = citrate
OX = oxalate
SAL = sal icylate
TART = tartrate
EN = enthylenediamine
DIP = dipyridyl
SUSAL = sulfosalicylate
GLY = glycine
GLU"' = glutamate
PIC = picolinate
NTA = nitrilotri acetate

15.
16.
17.
18.
19.
20.
21.


25.
26.
27.
28.
29.
30.
31.
32.
33.
34.
35.
36.













Pb2+
Co2*
Co3+
Ag+
C^
A13+
Cs+


GLUT2"
PIC"
NTA3*
EDTA4"
DCTA4"
CYST2"
NOC3"
PHTH2"
ARG"
ORN"
LYS"
HIS"












EDTA = ethylenediaminetatraacetate
DCTA = 1 ,2-diaminocclohexane-tetracetate
CYST = cysteine


HOC = nocardamine (desferri-ferrioxamine)
PHTH = phthalate
AOG = arginine
ORN = orni thine






Metals
'22. Li+ 29. Ce3+
23. Be2+ 30. Au+
24. Sc3+ 31. Th4+
25. Ti02+ 32. U0i+
26. Sn2+ 33. Cu+
27. Sn4+ 34. CH3Hg+
28. La3+ 35. Rb+
50. H*
Ligands*
37. ASP" 49. SOS," 61. BES"
38. SER" so. SCN" 62. cio^
39. ALA" 51. NH2OH 63. CBER~
40. TYR2" 52. MoO|" 64. CHAM"
41. MET" 53. wo2" 65. FOR"
42. VAL" 54. AsO|" 90. ADS1
43. THR" 55. HVO|" 91. ADS2
44. PHE" 56. SeO§" 92. ADS3
45. ISO" 57. NOJ 93. ADS4
46. LEU" 58. DTPA5" 94. ADS5
47. PRO" 59. SeO|" 99. OH"
48. B(OH>4 60. MAL2"
LYS = lysine
HIS = histidine
DTPA = diethylenetriantinepentaacetate
ASP = aspartate
SER = serine
ALA = alanine
TYR = tyros ine
MET = methionine
VAL = valine
THR = threonine
PHE = phenyl alanine
ISO = isoleucine
LEU = leucine
PRO = proline
MAL = maleate
BES = benzyl sulfonate
CBER = Camp Berteau montmori 1 lonite
CHAM = Chambers bentonite
FOR = fornmate
ADS1-ADS5 = adsorption surfaces
                                        10

-------
and the fourth column lists any species whose mole percentage of CT is ten or
greater.  The actual mole percentages are given in parentheses.
   TABLE 2.  SPECIATION IN THE MEAN ANNUAL PRECIPITATION AT HUBBARD BROOK

Component
Ca
Mg
K
Na
Cd
Pb(II)
C03
S04
Cl
NH3
P04
CIT
N03
H
CT
5.37
5.69
5.75
5.28
8.28
7.19
7.00
4.52
4.84
4.91
7.07
5.28
4.64

Free Ion
5.37
5.69
5.75
5.28
8.28
7.20
15.40
4.52
4.84
9.77
18.26
8.28
4.64
4.13
Principal Species
Ca2"*" (99.3)
Mg2+ (99.6)
K+ (100.0)
Na+ (100.0)
Cd2+ (99.3)
Pb2+ (98.8)
H (100.0)
S0~4 (99.2)
Cl'^lOO.O)
NH^ (100.0)
H (100.0)
H (99.8)
N0"3(100.0)
H+ (100.0)

     A glance at  Table  2 shows that all of the metals are free ionic species,
as are N03,  Cl,  and S04, while C03, P04, NH3, and citrate are in their proto-
nated forms.  This  result  is  in complete agreement with  the  accepted charac-
terization of acid  precipitation  as a solution of sulfuric,  hydrochloric,  and
nitric acid.  It should be mentioned that the speciation calculation performed
by GEOCHEM which led to Table 2 and the subsequent tables in  this section took
into  account  the formation of 137 soluble  inorganic and organic  complexes.
Thus the resultant characterization of the acid precipitation data is based on
a calculation which  is  considerably more sophisticated than  that indicated by
Likens (1975), which led to the same conclusion.
                                    11

-------
     In Tables  3  to  14 the speciation of  acid  precipitation at Hubbard Brook
by month of the year is given.  The values of CT represent 12-year averages as
presented in Table 14 of Likens et al_.  (1977).

     An  examination  of each  component listed  in  Tables 3  to 14  shows  that
there  are  no changes  in  speciation i_n the acid precipitation throughout the
year.  Thus, despite  the  seasonal  trends in CT~values  noted by Likens et al.
(1977),  no  trends  appear  in the  species of  the  components.   The  largest
changes are  seen  in  the trace metals such as  Pb,  which are expected to be the
most sensitive to any changes in pH and total  ligand concentrations.  However,
even these changes amount  to only a few tenths  of a percent (e.g.,  Pb2  is at
a high of 99.3% of PbT in February and is at a low of 98.4% of PbT in June and
July).                '                                           '

     Table 15 shows  the results  of a speciation calculation for acid precipi-
tation at  Mt.  Moosilauke  (Cronan,  1979), which  is about  13  km west  of the
Hubbard Brook  Experimental  Forest.   Although  the total  concentration  data in
Table 15 are different from those in Table 2,  the  speciation of the  components
which are common  to  both  tables is not different.   The speciation calculation
summarized in Table+ 15 took into account  102 inorganic complexes  between the
seven metals plus H  and the four ligands plus OH  .
                                       12

-------
TABLE 3.   SPECIATION  IN THE MEAN JANUARY PRECIPITATION AT HUBBARD BROOK

Component
Ca
Mg
K
Na
Cd
Pb
S04
Cl
NH3
P04
CIT
N03
H
TABLE 4. SPECIATION
Component
Ca
Mg
K
Na
Cd
Pb
S04
Cl
NH3
PO*
CIT
N03
H
CT
5.60
6.08
5.99
5.25
8.28
7.19
4.66
5.09
4.89
7.28
5.28
4.52

IN THE
CT
5.43
5.78
6.12
5.22
8.28
7.19
4.84
5.04
5.08
7.98
5.28
4.66

Free Ion
5.60
6.08
5.99
5.25
8.28
7.19
4.66
5.09
9.60
18.16
8.00
4.52
4.28
MEAN FEBRUARY
Free Ion
5.43
5.78
6.12
5.22
8.28
7.19
4.84
5.04
9.68
18.66
7.82
4.66
4.38
Principal Species
Ca2* (99.4)
Mg2* (99.7)
K+ (100.0)
Na+ (100.0)
Cd2"1" (99.5)
Pb2+ (99.0)
S04-2 (99.5)
Cl-1 (100.0)
NH< (100.0)
H (100.0)
H (99.7)
NOg-HlOO.O)
H+ (100.0)
PRECIPITATION AT HUB8ARD BROOK
Principal Species
Ca2+ (99.5)
Mg2"*" (99.8)
K+ (100.0)
Na+ (100.0)
Cd2* (99.6)
Pb2* (99.3)
S04-2 (99.5)
Cl-l(100.0)
NH+ (100.0)
H (100.0)
H (99.5)
NOa-^lOO.O)
H"1" (100.0)
                                   13

-------
TABLE 5.   SPECIATION IN  THE  MEAN MARCH  PRECIPITATION AT HUBBARD BROOK

Component
Ca
Mg
K
Na
Cd
Pb
S04
CI
NH3
P04
CIT
N03
H
TABLE 6. SPECIATION
CT
5.30
5.78
5.99
5.28
8.28
7.19
4.58
5.03
4.93
7.50
5.28
4.50

IN THE
Free Ion
5.30
5.78
5.99
5.28
8.28
7.19
4.58
5.03
9.71
18.54
8.14
4.50
4.20
Principal Species
Ca2+ (99.4)
Mg2+ (99.6)
K+ (100.0)
Na""" (100.0)
Cd2+ (99.4)
Pb2"*" (98.9)
S04-2 (99.3)
CI-1 (100.0)
NH4 (100.0)
H (100.0)
H (99.7)
N03-1(100.0)
H+ (100.0)
MEAN APRIL PRECIPITATION AT HUBBARD BROOK

Component
Ca
Mg
K
Na
Cd
Pb
S04
Cl
NH3
P04
CIT
N03
H
CH-T
5.17
5.61
5.81
5.32
8.28
7.19
4.49
5.06
4.76
6.86
5.28
4.52

Free Ion
5.17
5.61
5.81
5.32
8.28
7.20
4.49
5.06
9.63
18.07
8.30
4.52
4.11
Principal Species
Ca2+ (99.3)
Mg2+ (99.6)
K+ (100.0)
Na4" (100.0)
Cd2"1" (99.4)
Pb2* (98.8)
S04-2 (99.2)
Cl-1 (100.0)
Nht (100.0)
H (100.0)
H (99.7)
NOa"1 (100.0)
H"1" (100.0)
                                  14

-------
TABLE 7.   SPECIATION  IN  THE MEAN MAY PRECIPITATION AT HUBBARD BROOK

Component
Ca
Mg
K
Na
Cd
Pb
S04
Cl
NH3
P04
CIT
N03
H
TABLE 8. SPECIATION
Component
Ca
Mg
K
Na
Cd
Pb
S04
Cl
NH3
P04
CIT
N03
H
CHT
5.20
5.69
5.59
5.32
8.28
7.19
4.39
4.93
4.78
6.86
5.28
4.52

IN THE
CH,
5.43
5.69
5.59
5.25
8.28
7.19
4.40
4.63
4.89
7.13
5.28
4.63

Free
5.20
5.69
5.59
5.32
8.28
7.20
4.39
4.93
9.73
18.22
8.44
4.52
4.03
MEAN JUNE
Free
5.43
5.69
5.59
5.25
8.28
7.20
4.40
4.63
9.77
18.35
8.31
4.63
4.11
Ion Principal Species
Ca2*
Mg2*
K*
Na*
Cd2*
Pb2*
S04-2
ci-1
H
H
H
NOa-1
H*
PRECIPITATION AT
(99.2)
(99.5)
(100.0)
(100.0)
(99.2)
(98.6)
(99.1)
(100.0)
(100.0)
(100.0)
(99.8)
(100.0)
(100.0)
HUBBARD BROOK
Ion Principal Species
Ca2*
Mg2*
K*
Na*
Cd2*
Pb2*
S04-2
Cl-1
NH*.
H
H
NO,-1
H*
(99.2)
(99.4)
(100.0)
(100.0)
(99.1)
(98.4)
(99.2)
(100.0)
(100.0)
(100.0)
(99.8)
(100.0)
(100.0)
                                 15

-------
TABLE 9.   SPECIATION  IN  THE MEAN JULY PRECIPITATION AT HUBBARD BROOK

Component
Ca
Mg
K
Na
Cd
Pb
S04
Cl
NH3
P04
CIT
N03
H
CH,
5.37
5.69
5.75
5.52
8,28
7.19
4.34
5.15
4.82
6.98
5.28
4.63

Free Ion
5.37
5.69
5.75
5.52
8.28
7.20
4.34
5.15
9.83
18.45
8.55
4.63
3.98
Principal Species
Ca2+ (99.1)
Mg2+ (99.4)
K+ (100.0)
Na+ (99.9)
Cd2* (99.2)
Pb2+ (98.4)
S04-2 (99.0)
Cl-:1 (100.0)
NH*. (100.0)
H (100.0)
H (99.9)
N03-l(100.0)
H+ (100.0)

TABLE 10. SPECIATION
IN THE
MEAN AUGUST
PRECIPITATION AT HUBBARD BROOK

Component
Ca
Mg
K
Na
Cd
Pb
S04
Cl
NH3
P04
CIT
N03
H
CHT
5.49
5.91
5.99
5.58
8.28
7.19
4.48
4:96
4.89
6.90
5.28
4.70

Free Ion
5.49
5.91
5.99
5.58
8.28
7.20
4.48
4.96
9.74
18.06
8.26
4.70
4.13
Principal Species
Ca2+ (99.3)
Mg2+ (99.5)
K+ (100.0)
Na+ (100.0)
Cd2* (99.3)
Pb2+ (98.7)
S04-2 (99.3)
Cl-1 (100.0)
NH^ (100.0)
H (100.0)
H (99.8)
N03-l(100.0)
H+ (100.0)
                                  16

-------
TABLE 11.   SPECIATION IN  THE  MEAN  SEPTEMBER PRECIPITATION AT HUBBARD BROOK

Component
Ca
Mg
K
Na
Cd
Pb
S04
Cl
NH3
P04
CIT
N03
H
CHT
5.52
5.78
5.81
5.46
8.28
7.19
4.44
4.91
4.89
7.13
5.28
4.61

TABLE 12. SPECIATION IN THE
Free Ion
5.52
5.78
5.81
5.46
8.28
7.20
4.44
4.91
9.88
18.57
8.52
4.61
3.99
MEAN OCTOBER
Principal Species
Ca2*
Mg2*
K*
Na*
Cd2*
Pb2*
SO,-2
Cl-1
NH4
H
H
NO,-1
H+
(99.3)
(99.5)
(100.0)
(100.0)
(99.3)
(98.7)
(99.0)
(100.0)
(100.0)
(100.0)
(99.9)
(100.0)
(100.0)
PRECIPITATION AT HUBBARD BROOK
Component
Ca
Mg
K
Na
Cd
Pb
S04
Cl
NH3
P04
CIT
N03
H
5.20
5.48
5.48
5.00
8.28
7.19
4.57
4.55
4.89
6.86
5.28
4.56

5.20
5.48
5.48
5.00
8.28
7.19
4.57
4.55
9.75
18.06
8.29
4.56
4.11
Ca2*
Mg2*
K*
Na*
Cd2*
Pb2*
S04-2
Cl-1
NH4
H
H
(99.4)
(99.6)
(100.0)
(100.0)
(99.3)
(98.9)
(99.2)
(100.0)
(100.0)
(100.0)
(99.7)
N03-l(100.0)
H*
(100.0)
                                   17

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TABLE 13.   SPECIATION  IN THE MEAN NOVEMBER PRECIPITATION AT HUBBARD BROOK

Component
Ca
Mg
K
Na
Cd
Pb
S04
Cl
NH3
P04
CIT
N03
H
CM,
5.46
5.54
5.64
5.13
8.28
7.19
4.64
4.52
5.05
7.28
5.28
4.60

Free Ion
5.46
5.54
5.64
5.13
8.28
7.19
4.64
4.52
9.82
18.32
8.14
4.60
4.19
Principal Species
Ca2* (99.5)
Mg2* (99.7)
K* (100.0)
Na* (100.0)
Cd2* (99.3)
Pb2* (99.0)
S04'-2 (99.3)
Cl-1 (100.0)
ml (loo.o)
H (100.0)
H (99.8)
N08-'(100.0)
H* (100.0)

TABLE 14. SPECIATION
IN 'THE
MEAN DECEMBER
PRECIPITATION AT HUBBARD BROOK

Component
Ca
Mg
K
Na
Cd
Pb
S04
Cl
NH3
P04
CIT
N03
H
CH,
5.65
5.91
5.89
5.41
8.28
7.19
4.78
5.07
5.21
7.28
5.28
4.66

Free Ion
5.65
5.91
5.89
5.41
8.28
7.19
4.78
5.07
9.83
17.99
7.85
4.66
4.37
Principal Species
Ca2* (99.5)
Mg2* (99.7)
K* (100.0)
Na* (100.0)
Cd2* (99.6)
Pb2* (98.2)
S04-2 (99.5)
Cl-1 (100.0)
NH*. (100.0)
H (100.0)
H (99.6)
N03-l(100.0)
H* (100.0)
                                 18

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TABLE 15.   SPECIATION IN THE MEAN ANNUAL PRECIPITATION AT MT.  MOOSILAUKE

Component CH,-
Ca 5.35
Mg 5.82
K 5.52
Na 5.40
Fe(II) 6.30
Cd 8.28
Pb 7.19
Al 6.14
S04 4.43
Cl 5.15
NH3 4.89
N03 4.68
H
Free Ion
5.35
5.82
5.52
5.40
6.30
8.28
7.20
6.23
4.43
5.15
9.80
4.68
4.08
Principal Species
Ca2+ (99.4)
Mg2+ (99.5)
K+ (100.0)
Na"*" (100.0)
Fe2+ (99.5)
Cd2+ (99.3)
Pb2+ (98.7)
A13+ (80.9), OH (15.1)
S04-2 (99.0)
Cl-1 (100.0)
NHt (100.0)
NOa-HlOO.O)
H+ (100.0)
                                     19

-------
     Tables  16  and  17 give  the  results of  two speciation  calculations  for
throughfall,  one  for  Hubbard Brook  (Likens  e_t a]_. ,   1977)  and one  for  Mt.
Moosilauke  (Cronan,  1979).   For  these  calculations,  the  organic  carbon con-
centrations were assumed to be divided equally between  acetic and formic acids
on  a  molar  basis.   These  two  metal-complexing organic  acids are  common  in
soil-plant  systems  and  have  been  identified  in  soil  leachates  at  Mt.
Moosilauke  (Cronan  et aj. ,  1978;  Cronan,  1979).   They serve  in  the present
case  as  model  organic ligands.    The  total  number  of  inorganic  and organic
complexes considered in the speciation calculations was  92.


TABLE 16.  SPECIATION IN THROUGHFALL AT HUBBARD BROOK (JUNE-OCTOBER MEAN)

Component CHT
Ca 4.40
Mg 4.73
K 3.79
Na 5.22
S04 4.25
Cl 4.39
NH3 4.17
P04 5.80
AC 3.94
N03 4.97
FOR 3.94
H
Free Ion
4.41
4.73
3.79
5.22
4.25
4.39
8.16
15.20
4.15
4.97
3.96
5.00
Principal Species
Ca*+
Mg2+
K+
Na+
S04-2
Cl-1
NH4
H
AC-1
NOa-1
FOR-1
H+
(98.7)
(98.9)
(100.0)
(99.9)
(98.9)
(100.0)
(100.0)
(99.8)
(62.4), H (37.6)
(100.0)
(95.3)
(100.0)
                                     20

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     TABLE 17.   SPECIATION IN THROUGHFALL AT MT.  MOOSILAUKE (MEAN ANNUAL)

Component
Ca
Mg
K
Na
Fe(II)
Mn(II)
Al
S04
Cl
NH3
AC
N03
FOR
H
CHy
4.74
5.15
4.43
5.52
6.30
5.70
5.75
4.15
4.89
5.22
4.78
4.92
4.78

Free Ion
4.75
5.15
4.43
5.52
6.30
5.71
5.84
4.16
4.89
10.19
5.61
4.92
4.94
4.02
Principal Species
Ca'+
Mg2+
K+
Na+
Fe2+
Mn2+
A13+
S04-2
Cl-1
NH:
H
NOa-1
FOR-1
H+
(98.8)
(99.1)
(99.9)
(99.9)
(99.1)
(98.8)
(80.9), OH (12.0)
(98.5)
(100.0)
(100.0)
(85.2), AC"1 (14.8)
(100.0)
(68.6), H (31.4)
(100.0)

     Once again,  despite major  increases  in the total  concentrations  of all
components (except H  )  in  the throughfall  relative to  the  corresponding pre-
cipitation,  the data  in Tables 16 and 17  show  that there is very little dif-
ference in the  speciation.   The overall  trend  is toward a  slight decrease in
the  free  ionic  percentages  for  the  metals  in  going from  precipitation  to
throughfall.

     Tables  18  and 19  give the  results of speciation  calculations  for acid
precipitation  at  Ithaca,   New  York  and  Caribou,  Maine,   respectively.   The
calculations performed  by  GEOCHEM took into account 129 soluble complexes for
the New York data and 141 soluble complexes for the Maine data.   Both precipi-
tation  solutions  were  found  to be  supersaturated  with respect  to  amorphous
Fe(OH)3(s).   This result may be caused by the presence of colloidal Fe(OH)3(s)
or  by disequilibrium  with  respect  to the  solid.    Other  than  this  special
characteristic, the data in Tables 18 and 19 show  no significant differences
from the data in Table 2.

                                     21

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TABLE 18.   SPECIATION IN PRECIPITATION AT ITHACA, NEW YORK

Component CHT
Ca 4.77
Mg 5.18
K 5.81
Na 5.22
Fe(III) 6.14
Mn(II) 7.04
Al 5.73
C03 4.99
S04 4.37
Cl 4.54
NH3 4.62
P04 6.82
AC 4.25
N03 4.50
H
Free Ion
4.77
5.18
5.81
5.22
8.66
7.04
5.82
13.50
4.38
4.54
9.53
18.11
5.04
4.50
4.07
Principal Species
Ca*+
Mg2+
K+
' Na+
OH
Mn2+
A13+
H
S04-2
Cl-1
NHt
H
H
NOa-1
H+
(99.3)
(99.4)
(100.0)
(99.9)
(99.2)*
(99.3)
(80.9), OH (14.6)
(100.0)
(98.7)
(100.0)
(100.0)
(98.5)
(83.7), AC-1 (16.3)
(100.0)
(100.0)

  Supersaturation with respect to amorphous Fe(OH)3(s).
                                  22

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TABLE 19.   SPECIATION IN PRECIPITATION AT CARIBOU, MAINE

Component CH-p
Ca 5.01
Mg 5.13
K 5.45
Na 5.00
Fe(III) 5.89
Mn(II) 6.79
Cu 6.66
Cd 7.75
Zn 5.97
Ni 6.77
Pb(II) 6.47
S04 4.44
Cl 5.13
N03 5.21
H
Free Ion
5.01
5.13
5.45
5.00
9.04
6.79
. 6.66
7.75
5.97
6.77
6.48
4.44
5.13
5.21
4.41
Principal Species
Ca2+
Mg2+
K+
Na+
OH
Mn2+
Cu2+
Cd2+
Zn2+
Ni2+
Pb2+
S04-2
Cl-1
N03-*
H+
(99.4)
(99.5)
(100.0)
(100.0)
(99.9)*
(99.4)
(99.2)
(99.3)
(99.2)
(99.4)
(98.7)
(99.3)
(100.0)
(100.0)
(100.0)

  Supersaturation with respect to amorphous Fe(OH)3(s).
                                  23

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INTERACTION OF ACID PRECIPITATION WITH SOIL MINERALS

     According to  Likens et  al.  (1977),  rainwater impinging on  the  soils at
Hubbard Brook  infiltrates  directly  and produces no significant overland flow.
Since vertical movement  of  the water tends to  be  impeded by the near-surface
occurrence of either bedrock or clayey layers, it may be concluded that inter-
flow is the  principal  mechanism of runoff at Hubbard  Brook.   This conclusion
is  in  agreement with  the accepted picture  of the  runoff cycle  in  forested
areas (Ward, 1975).

     Given that  interflow  is  the principal means by which acid precipitation
is  transported  to  the  channel  system in a watershed,  it follows  that  the
chemical properties  of  the precipitation  may .be altered  by  interaction with
the more soluble soil minerals.  In particular,  as has  been proposed by Cronan
et al.   (1978), Cronan  (1979), Cronan and  Schofield (1979), and Johnson (1979)
in  recent  papers,  acid  precipitation  may  interact  with  iron  and  aluminum
hydrous oxides to  dissolve  these minerals  and release  the metals they contain
into subsurface  runoff.   It  was  decided  to check  this  hypothesis chemically
through a simulation using GEOCHEM.

     For each  of the three areas represented by  the  data in Tables  2  to  19,
soil surveys  were consulted  to  identify   the principal  great  groups  (Likens
et al. ,  1977;  Soil  Survey,   Tompkins  County,  New  York,  1965;  Soil  Survey,
Aroostook County, Maine,  1964).  This  accomplished,  the chemical properties of
representative soil  profiles   in  these  great groups were obtained from soil
survey   data  presented  in Appendix IV  of  Soil  Taxonomy  (Soil  Survey  Staff,
1975).   Although the soils under consideration contain  vermiculite,  illite,
montmorillonite,   muscovite,  and  other crystalline aluminosilicates  (Johnson
et al., 1968), it is expected  that amorphous  aluminum and iron hydrous oxides,
which typically  coat mineral   surfaces, will  be  the  most  reactive with acid
precipitation (Johnson, 1979).  Therefore,  only these minerals were considered
in the  simulation.

     In order  to establish  a  "baseline value" for Al  and Fe in the soil solu-
tions prior to the intrusion  of acid precipitation, the following calculation
was performed.   Let  W  be the  weight percent  of Al(OH)3(s) or Fe(OH)3(s) in a
surface soil horizon and let M be the molecular weight  of the hydroxide.  Then
the molar concentration  of  the hydroxide  iji  toto in a  water-saturated soil is
given by the equation:

                              CHy = W/MV                                   (3)


where V is  the volume  of pore space per  100  g of soil.   The parameter C,,  is
the molar concentration  of  Al or Fe that  would be  found in the soil  solution
if the  soil  were water-saturated and all   of  the  hydroxide had dissolved.   If
this total  concentration is  input  to GEOCHEM,  the program  will  predict  how
much of  it  actually will  form the  solid  hydroxide phase and  how much will
remain  in aqueous  solution.   The results  of such a calculation for the three
acid precipitation study areas are given in Table 20.
                                     24

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TABLE 20.   TOTAL "BASELINE" SOLUBLE ALUMINUM AND IRON IN REPRESENTATIVE SOILS
           FROM THE THREE PRECIPITATION STUDY AREAS
     Area           % Al      % Fe      V         pH        A1T<;      Fe
                                   (cmVlOO g)                lb        l
New Hampshire
New York
Maine
1.09
0.20
0.47
1.90
0.60
1.50
37
21
18
5.65
5.60
4.80
4.26
4.23
3.38
8.36
8.32
7.57

     The second  and  third  columns in Table 20 give the weight of amorphous Al
and Fe  hydrous  oxides  per  100 g  soil  as  obtained from soil survey data.   The
fourth  and  fifth columns  give  the pore  space volume and  the  soil  pH value,
respectively, also obtained  from  soil  survey data.   The last two columns  give
the negative common logarithm of the total molar concentration of Al  and Fe in
the  soil  solution  after  the  precipitation  of  Al(OH)3(am)  and  Fe(OH)3(am).
These  latter figures were  estimated  by  GEOCHEM  in a  speciatidn  calculation
which  included  all  known soluble  hydrolytic species of  Al  and Fe, as well as
complexes of these  metals  with  C03.  The total concentration of  C03 included
in each calculation was computed as that C03,. which is expected in a solution,
at the appropriate pH value given  in  Table 20,  which  is  in  equilibrium  with
atmospheric  C02  at  a pressure  of io-3'52 atm.  No  other ligands than C03 and
OH were considered.   Thus  the  results in  Table  20 refer  to  a soil  solution
whose chemistry is dominated by carbonic acid.

     With the "baseline" estimates  in  Table 20 in hand, a computer simulation
of the  interaction  between acid precipitation and amorphous Al and Fe hydrox-
ides  in soil may be carried out  quite easily.  The simulation consists  of a
speciation calculation on  a system whose input total concentrations are those
of the  acid  precipitation  under study plus the total concentrations of Al and
Fe corresponding  to  CH   as calculated in Eq.  (3).   The program then can  pre-
dict the total  solubleyAl  and Fe remaining  in solution after Al(OH)3(am) and
Fe(OH)3(am) have precipitated in the system.

     Because of  the  presence  of trace metals, such  as  Pb and Cd,  in the  acid
precipitation,   it was decided  to  include the possibility of cation adsorption
by clay minerals in the simulation.   Adsorption  often is observed  to be an
effective mechanism  for  immobilizing  trace metals.   The degree to which  this
mechanism may apply in the soils in this investigation was assessed by includ-
ing data on  exchangeable cations  in the  simulation, following the procedures
outlined by Sposito and Mattigod (1979) for handling cation exchange phenomena
in GEOCHEM.  The  data  on the distribution  of  exchangeable  cations were taken
from  soil   surveys.   The  exchanger  was  assumed to  be montmorillonite  (as
modeled by Chambers bentonite).
                                     25

-------
     To simulate the  effect  of organic acids in the soil  solution, acetic and
formic acids were included in all  of the mixtures except for Maine at 10-4'54M
each in total concentration.   This level was suggested by  the leachate data of
Cronan et al. (1978).
                                     26

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                      SOIL RESPONSE TO ACID PRECIPITATION

NEW HAMPSHIRE SOILS

     The  speciation  of  a  mixture  of  acid  precipitation  and  soil  in  New
Hampshire is  illustrated  in  Tables 21 to 23.  Table 21  gives the results of a
speciation calculation for the  acid precipitation described in  Table  2.   The
principal effects  on  the  soil  are:  (1) the  solubilization  of Al and Fe, and
(2) the adsorption of Cd and  Pb.  It may be noted that Al,. in Table 21  is more
than two orders  of magnitude larger than the "baseline" value in Table 20 and
that  Fey  in Table  21  is  about  two  orders of  magnitude  larger than  the
"baseline" value.   Hydrolytic   species  are  in part  responsible for this  in-
crease in solubility, although  the model organic  acids,  acetic and formic, and
the inorganic ligands, S04 and  Cl did complex Al  significantly.

     An  examination  of Tables   22  to  24 reveals  that the same  trends  seen in
Table  21  prevail.   Therefore,   the behavior  of  Al,  Fe,  Cd,  and  Pb  does not
depend on time of year (Tables  22 and 23) or the  (nearby) location of the acid
precipitation (Table 24).   It may be noted that the predicted lack of dominant
organic complexation  of Al and  Fe (Table 24) did not preclude increased solu-
bility  levels for  these  metals.   The  speciation calculations  summarized in
Tables 21 to 24  took into account  about 200 inorganic  and organic complexes.

     Table 25 illustrates the speciation in a mixture of throughfall and soil.
The trends  shown  in  the  table  are identical  with those in Tables  21  to 24,
with respect to Al and Fe solubilities.
                                     27

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TABLE 21.   SPECIATION IN THE MEAN ANNUAL PRECIPITATION/SOIL MIXTURE
           AT HUBBARD BROOK

Component
Ca
Mg
K
Na
Fe(III)
Cd
Pb(II)
Al
C03
S04
Cl
NH3
P04
AC
N03
CHAM
FOR
CHT
1.49
2.39
5.75
5.28
6.83
8.28
7.19
1.83
4.91
4.52
4.84
4.91
7.07
4.35
4.64
1.14
4.54
Free Ion
1.49
2.39
5.75
5.28
9.45
9.69
19.69
1.95
13.33
5.87
4.97
9.78
18.58
5.22
4.70
1.14
5.05
Principal Species
Ca2+ (99.9)
Mg2+ (99.9)
K+ (100.0)
Na+ (100.0)
OH (100.0)
CHAM(s)(96.1)
CHAM(s)(100.0)
A13+ (75.9), OH (23.4)
H (98.4)
Al (67.4), Ca (25.6)
Cl-1 (74.8), Al (15.3)
NHt (100.0)
H (47.5), Ca (46.4)
H (61.7), Al (17.4),
AC l (13.5)
NOa-1 (86.6), Ca (13.1)
CHAM" HI oo.o)
Al (31.6), FOR"1 (30.
                                                       Ca  (23.4),  H  (11.2)
                                 4.13             H+    (100.0)
                                  28

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TABLE 22.  SPECIATION IN THE MEAN JANUARY PRECIPITATION/SOIL MIXTURE
           AT HUBBARD BROOK

Component CHT
Ca 1 .49
Mg 2.39
K 5.99
Na 5.25
Fe(III) 7.01
Cd 8.28
Pb(II) 7.19
Al 2.26
C03 4.91
S04 4.66
Cl 5.09
NH3 4.89
P04 7.28
AC 4.54
CIT 5.28
N03 4.52
CHAM 1.14
FOR 4.54
Free Ion
1.49
2.39
5.99
5.25
9.91
9.70
19.70
2.41
13.03
5.76
5.17
9.61
18.50
5.26
26.51
4.58
1.14
4.93
Principal Species
Ca2+ (99.9)
Mg2+ (99.9)
K+ (100.0)
Na+ (100.0)
OH (100.0)
CHAM(s)(96.2)
CHAM(s)OOO.O)
A13+ (70.8), OH (29.5)
H (99.0)
Ca (45.7), Al (41.7)
Cl-1 (83.1), Ca (10.0)
NHj (100.0)
H (47.3), Ca (46.7)
H (61.8), Ac-1 (19.1),
AC-1 (13.5)
Al (100.0)
NOa-1 (86.6), Ca (13.1)
CHAM-^IOO.O)
FOR-1 (40.6), Ca (30.7),
                                                       Al  (14.4),  H  (10.4)
                                 4.28
H    (100.0)
                                  29

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TABLE 23.   SPECIATION IN THE MEAN JULY PRECIPITATION/SOIL MIXTURE
           AT HUBBARD BROOK

Component CH,
Ca 1 . 49
Mg 2.39
K 5.75
Na 5.52
Fe(III) 6.65
Cd 8.28
Pb(II) 7.19
Al 1.39
C03 4.91
S04 4.34
Cl 5.15
NH3 4.82
P04 6.98
AC 4.54
N03 4.63
CHAM 1.14
FOR 4.54
Free Ion
1.49
2.39
5.75
5.52
9.00
9.69
19.69
1.50
13.62
6.03
5.38
9.84
18.79
5.42
4.69
1.14
5.26
Principal Species
Ca2+ (100.0)
Mg2+ (1000.0)
K+ (100.0)
Na+ (100.0)
OH (100.0)
CHAM(s)(96.1)
CHAM(s)(100.0)
A13+ (77.6), OH (22.9)
H (97.1)
Al (85.3), Ca (11.5)
Cl-1 (58. )6, Al (33.7)
NHj (100.0)
H (48.3), Ca (45.6)
H (55.5), Al (31.2),
NOs-1 (86.6), Ca (13.1)
CHAM-1 (100.0)
Al (54.9), FOR-1 (19.
                                                       Ca (14.4)

      H                          3.98            H+   (100.0)
                                  30

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TABLE 24.   SPECIATION IN THE MEAN ANNUAL PRECIPITATION/SOIL MIXTURE
           AT MT.  MOOSILAUKE

Component CH-..
Ca 1.49
Mg 2.39
K 5.52
Na 5.40
Fe(III) 6.77
Fe(II) 6.30
Cd 8.28
Pb(II) 7.19
Al 1.67
C03 4.91
S04 4.43
Cl 5.15
NH3 4.89
AC 4.54
N03 4.68
CHAM 1.14
FOR 4.54
Free Ion
1.49
2.39
5.52
5.40
9.30
6.30
9.69
19.69
1.80
13.42
5.88
5.30
9.81
5.47
4.74
1.14
5.11
Principal Species
Ca2+ (99.9)
Mg2+ (100.0)
K+ (100.0)
Na+ (100.0)
OH . (100.0)
Fe2+ (100.0)
CHAM(s)(96.1)
CHAM(s)(100.0)
A13+ (74.1), OH (25.2)
H (98.0)
Al (74.0), Ca (20.4)
Cl-1 (70.4), Al (20.3)
NH^ (100.0)
H (60.3), Al (21.4),
AC-1 (11.8)
NOa-1 (86.6), Ca (13.1)
CHAM-HlOO.O)
Al (39.0), FOR-1 (27.
                                                      Ca  (20.5), H  (11.0)
      H
4.08
H    (100.0)
                                  31

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TABLE 25.   SPECIATION IN THE MEAN THROUGHFALL/SOIL MIXTURE AT Mt.  MOOSILAUKE

Component CHT
Ca 1.49
Mg 2.39
K 4.43
Na 5.52
Fe(III) 6.69
Fe(II) 6.30
Mn 5.70
Al 1.48
C03 4.91
S04 4.15
Cl 4.89
NH3 5.22
AC 4.34
N03 4.92
CHAM 1.14
FOR 4.34
Free Ion
1.49
2.39
4.43
5.52
9.10
6.30
5.70
1.60
13.53
5.73
5.08
10.20
5.34
4.98
1.14
4.99
Principal Species
Ca2+ (99.9)
Mg2+ (99.9)
K+ (100.0)
Na* (100.0)
OH (100.0)
Fe2+ (100.0)
Mn2+ (100.0)
A13+ (75.9), OH (22.9)
H (97.5)
Al (81.4), Ca (14.5)
Cl-1 (63.9), Al (27.9)
H (100.0)
H (57.3), Al (27.4),
AC-1 (10.0)
NOa-1 (86.8), Ca (12.8)
CHAM-^IOO.O)
Al (48.8), FOR-1 (22.3
                                                          Ca (16.5),  H  (10.2)
                                    4.02             H+   (100.0)
                                     32

-------
NEW YORK AND MAINE SOILS

     Tables 26 and 27 give the results of speciation calculations for mixtures
of  acid  precipitation  and  soil  in the  areas  near  Ithaca,  New York,  and
Caribou, Maine.  These  calculations  involved the consideration of 139 and 191
soluble complexes,  respectively.   Both  tables  show significant  increases in
the solubility of  Al  and  Fe (see Table  20)  and adsorption of trace metals by
clays (Table 27).   The  solubility increases for Al  and  Fe are about the same
as were found for the precipitation/soil  mixtures in New Hampshire.
                                     33

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TABLE 26.   SPECIATION IN THE PRECIPITATION/SOIL MIXTURE AT ITHACA, NEW YORK

Component CHT
Ca 1.15
Mg 1 . 62
K 5.81
Na 5.22
Fe(III) 6.76
Mn(II) 7.04
Al 1.65
C03 4.99
S04 4.37
Cl 4.54
NH3 4.62
P04 6.82
AC 4.25
N03 4.50
CHAM 0.72
H
Free Ion
1.49
1.62
5.81
5.22
9.26
7.04
1.76
13.51
5.88
4.72
9.55
18.55
5.20
4.57
0.94
4.07
Principal Species
CHAM(s)(53.9), Ca2+ (46.1)
Mg2 +
K+
Na+
OH
Mn2+
A13+
H
Al
Cl-1
NH:
H
H
NO,-1
CHAM-
H+
(100.0)
(100.0)
(100.0)
(100.0)
(100.0)
(77.6), OH (22.9)
(97.9)
(69.1), Ca (17.5)
Mg (10.2)
(66.6), Al (20.6)
(100.0)
(37.4), Ca (35.9)
Mg (26.6)
(56.9), Al (21.6),
AC-1 (11.1)
(85.1), Ca (13.0)
1 (60.0), Ca(s) (40.0)
(100.0)
                                     34

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TABLE 27.   SPECIATION IN THE PRECIPITATION/SOIL MIXTURE AT CARIBOU, MAINE

Component
Ca
Mg
K
Na
Fe(III)
Mn(II)
Cu
Cd
Zn
Ni
Pb(II)
Al
C03
S04
Cl
N03
CHAM
H
CHT
0.47
1.25
5.45
5.00
7.15
6.79
6.66
7.75
5.97
6.77
6.47
2.58
5.00
4.44
5.13
5.21
0.10

Free Ion
1.50
1.60
5.45
5.00
10.29
6.79
11.40
10.10
8.00
6.77
20.10
2.79
12.86
5.53
5.22
5.28
0.93
4.41
Principal Species
CHAM(s)(90.7), Ca2+(99.
CHAM(s)(55.7), Mg2+(44.
K+ (100.0)
Na+ (100.0)
OH (100.0)
Mn2+ (99.9)
CHAM(s)(100.0)
CHAM(s)(99.6)
CHAM(s)(99.1)
Ni2+ (99.9)
CHAM(s)(100.0)
A13+ (61.7), OH (37.2)
H (99.0)
Ca (45.6), Mg (28.7)
Al (17.5)
Cl-1 (82.0), Ca (9.5)
NOa-1 (85.4), Ca (12.5)
Ca (77.4), CHAM-H14
H+ (100.0)

9)
3)











»


.7)

                                     35

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                                  REFERENCES

Cronan,  C.  S.   1979.   Solution chemistry  of a  New  Hampshire subalpine eco-
     system:  A biogeochemical analysis.  Oikos (in press).

Cronan, C. S. , and C. L. Schofield.  1979.  Aluminum leaching  response to acid
     precipitation:   Effects on  high-elevation watersheds  in the northeast.
     Science 204:304-306.

Cronan, C.  S.,  W.  A. Reiners,  R.  C.  Reynolds,  and G. E.  Lang.   1978.  Forest
     floor  leaching:  Contributions  from mineral, organic,  and carbonic acids
     in New  Hampshire subalpine forests.  Science 200:309-311.

Helgeson,  H.  C.   1969.   Thermodynamics  of hydrothermal  systems at elevated
     temperatures and pressures.  Am. J. Sci. 267:729-804.

Ingle,  S.  E. ,  M.  D.  Schuldt,  and  D.  W. Schults.  1978.   A user's guide for
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     Corvallis, Oregon.   NTIS PB 280 149.

Johnson,  N.  M.   1979.   Acid rain:  Neutralization  within  the  Hubbard Brook
     ecosystem and regional  implications.  Science 204:497-499.

Johnson, N. M., G.  E. Likens, F. H. Bormann, and  R. S. Pierce.  1968.  Rate of
     chemical weathering of  silicate minerals  in New  Hampshire.   Geochim.  et
     Cosmochim.  Acta 32:531-545.

Leggett,  D.  J.   1977.   Machine computation  of equilibrium concentrations --
     some practical considerations.  Talanta 24:535-542.

Likens, G.  E.   1972.   The  chemistry  of precipitation  in the central Finger
     Lakes  region.    Tech.  Rpt.  50.   Cornell  Univ. Water Resources and Marine
     Sciences Center, Ithaca, New York.

Likens, G.  E.   1975.   Acid  precipitation:   Our  understanding of  the pheno-
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                                         TECHNICAL REPORT DATA
                                 (Please read Instructions on the reverse before completing)
 1. REPORT NO.
   EPA-600/3-80-015
                 3. RECIPIENT'S ACCESSION NO.
 4. TITLE AND SUBTITLE
 Effects  of Acid Precipitation on Soil  Leachate Quality:
 Computer Calculations
                 5. REPORT DATE

                 January 1980  issuing  date
                 6. PERFORMING ORGANIZATION CODE
 7. AUTHOR(S)

 Garrison  Sposito,  A. L.  Page, and Mark E.  Frink
                8. PERFORMING ORGANIZATION REPORT NO
9. PERFORMING ORGANIZATION NAME AND ADDRESS

 Department of  Soil  and  Environmental  Sciences
 University of  California
 Riverside, CA   92521
                 10. PROGRAM ELEMENT NO.
                 11. CONTRACT/GRANT NO,
                  B0836NAEX
 12. SPONSORING AGENCY NAME AND ADDRESS
 Environmental  Research  Laboratory
 U.S.  Environmental  Protection Agency
 Corvallis, OR   97330
                 13. TYPE Of REPORTAND PERIODCOy
                    Final,  ray-October 1979
                ERED
                 14. SPONSORING AGENCY CODE

                       EPA/600/02
 15. SUPPLEMENTARY NOTES
 16. ABSTRACT
                  The multipurpose computer program GEOCHEM was employed to calculate the equilibrium
             speciation  in twenty-three examples of acid precipitation from New Hampshire, New York,
             and Maine,  and in the same number of mixtures of acid precipitation with minerals charac-
             teristic of soils in the three states mentioned.  Between TOO and 200 soluble inorganic
             and organic complexes were taken into account in each speciation calculation.  The calcu-
             lations performed on the acid precipitation samples showed that the metals (including
             heavy metals) and the sulfate, chloride,  and nitrate ligands would be almost entirely  in
             their free  ionic forms, while the phosphate, carbonate, ammonia, and organic ligands
             would be in their protonated forms.  This result was independent of the geographic loca-
             tion of the acid precipitation and the month of the year in which it was collected.
                  The speciation calculations on the precipitation-soil mineral mixtures showed that
             aluminum and iron levels in a soil solution affected by acid precipitation would be sig-
             nificantly  higher than in one whose chemistry is dominated by carbonic acid.   The higher
             levels found were caused by the lower pH  value of acid precipitation as well  as by com-
             plexes formed with inorganic and organic  ligands.   It was also shown that soil  cation
             exchangers  would adsorb preferentially heavy metals, such as Cd and Pb, which are found
             in acid precipitation.
                  This report was submitted in fulfillment of Contract No.  B0836NAEX by the  University
             of California, Riverside, under the sponsorship of the U.S.  Environmental Protection
             Agency.   This report covers the period April 27, 1979, to August 20, 1979, and  work was
             completed as of August 31, 1979.
 7.
                                     KEY WORDS AND DOCUMENT ANALYSIS
                     DESCRIPTORS
Acidification,  precipitation,  soil  chemistry
agricultural chemistry,  agricultural
products
 b.lDENTIFIERS/OPEN ENDED TERMS  C.  COSATI Field/Group
    acid precipitation
    acid rain
    atmospheric  deposition
   02-A
   02-D
 8. DISTRIBUTION STATEMENT
     Release  to public
 19. SECURITY CLASS (This Report}
21. NO. OF PAGES
 48
 20. SECURITY CLASS (Thispage}
   unclassified
                                                                                      22. PRICE
EPA Perm 2220.1 (R»v. 4-77)
39

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