COMPUTER MODELS FOR TWO DIMENSIONAL
SUBTERRANEAN FLOWS AND POLLUTANT TRANSPORT
by
Jan Wagner
School of Chemical Engineering
Oklahoma State University
Stillwater, OK 74078
Carlos E. Ruiz-Calzada
School of Chemical Engineering
Oklahoma State University
Stillwater, OK 74078
Carl G. Enfield
Robert S. Kerr Environmental Research Laboratory
Environmental Protection Agency
Ada, Oklahoma 74820
To Phan
Computer Sciences Corporation
Huntsville, Alabama 35807
Douglas C. Kent
Department of Geology
Oklahoma State University
Stillwater, OK 74078
CR-806931
Project Officers
Carl G. Enfield
Robert S. Kerr Environmental Research Laboratory
Environmental Protection Agency
Ada, Oklahoma 74820
Robert F. Carsel
Southeast Environmental Research Laboratory
Environmental Protection Agency
Athens, Georgia 30601
ROBERT S. KERR ENVIRONMENTAL RESEARCH LABORATORY
OFFICE OF RESEARCH AND DEVELOPMENT
U.S. ENVIRONMENTAL PROTECTION AGENCY
ADA, OKLAHOMA 74820
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DISCLAIMER
This report has been reviewed by the Robert S. Kerr 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 comrnerical
products constitute endorsement or recommendation for use.
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FOREWORD
EPA is charged by Congress to protect the Nation's land, air and
water systems. Under a mandate of national environmental laws focused
on air and water quality, solid waste management and the control of
toxic substances, pesticides, noise, and radiation, the Agency strives
to formulate and implement actions which lead to a compatible balance
between human activities and the ability of natural systems to support
and nurture life. In partial response to these mandates, the Robert S.
Kerr Environmental Research Laboratory, Ada, Oklahoma, is charged with
the mission to manage research programs: to investigate the nature,
transport, fate, and management of pollutants in ground water; to
develop and demonstrate technologies for treating wastewaters with soils
and other natural systems; to control pollution from irrigated crop and
animal production agricultural activitites; and to develop and
demonstrate cost-effective land treatment systems for the
environmentally safe disposal of solid and hazardous wastes.
Detailed input requirements for a hydraulic and solute transport
model are described along with an example solution for the movement of a
chemical from the soil surface through ground water. Application of the
model will permit design evaluation of future land application waste
treatment sites.
Clinton W. Hall, Director
Robert S. Kerr Environemntal
Research Laboratory
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ABSTRACT
Computer simulation models were developed for ground-water movement
and solute transport under two dimensional geometry. The hydraulic model
is capable of predicting the flow of soil water in both saturated and
unsaturated regions, and for both transient and steady state cases. The
transport model is capable of projecting the solute concentration or
pollutant concentration, both in soils and soil water, provided that the
reaction of the solute with soils can be described by linear instantaneous
adsorption and first order kinetic reactions.
A detailed description of the input requirements to the models, as
well as the program listing, is included in this document. Application of
the models to the problem of migration and adsorption of Aldicarb on
Wickham Farm, Long Island, is utilized as a practical example. Input data
and computer printout of the hydraulic, model for the Long Island case are
given in Appendices D, E and F; input data and computer printout of the
transport model are listed in Appendices G, H and I. Potential users can
apply the models to their particular problems by following the examples.
IV
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TABLE OF CONTENTS
Foreword i i i
Abstract 1v
Figures vii
Tab! es vi i i
1. Introduction 1
2. Mathematical Development of the Hydraulic
and Transport Equations 3
3. The Hydraulic Model 8
4. The Transport Model 22
5. Applications of the Hydraulic
and Transport Models 26
6. Aldicarb Migration on Long Island 51
Nomenclature 79
References 81
Appendix
A. Comments on Computer Listing 83
B. Listing of Computer Program of
the Hydraulic Model 87
C. Listing of Computer Program of
The Transport Model 119
D. Listing of Input Data to the
Hydraul ic Model 138
E. Listing of the User Created Restar Data
for the Hydraulic Model if Using the
Restar Run Option 145
F. Listing of Computer Printout From the
Hydraulic Model 147
G. Listing of Input Data to the Transport
Model 189
H. Listing of User Input Data to the Transport
Model if Using the Hydro Created File 197
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TABLE OF CONTENTS
(continued)
I. Listing of Computer Printout From the
Transport Model 200
J. Fortran Cross-Reference For the Hydraulic
and Transport Model 357
VI
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FIGURES
Number Page
1 Linear quadrilateral element 14
2 Characteristic lines 24
3 Configuration of element meshes of hydraulic model....28
4 Field dimension and sampling wells, soil cores 52
5 Surface contour map 53
6 Finite element meshes 57
7 Grid point configuration of transport model 64
8 Simulation of Aldicarb NE location 72
9 Simulation of Aldicarb SE location 73
10 Simulation of Aldicarb mass concentration
NE location 75
11 Simulation of Aldicarb mass concentration
SE location 76
12 Simulation of Aldicarb mass concentration NE
degradation in all nodes 77
13 Simulation of Aldicarb mass concentration SE
degradation in all nodes 78
VII
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TABLES
Number Page
1 Representative Values for Hydraulic Parameters 30
2 Hydraulic Model Group I Data Geometry and Nodal
Coordi nates .32
3 Hydraulic Model Group II Data Soil Properties and
Moisture Retention Parameters 34
4 Hydraulic Model Group III Data Boundary and
Initial Conditions 35
5 Hydraulic Model Group IV Data Time Integration and
Output Parameters 37
6 Transport Model Group I Data Geometry and Nodal
Coordi nates 40
7 Transport Model Group II Data Soil Properties
and Moisture retention Parameters 42
8 Transport Model Group III Data Chemistry
Propert i es 43
9 Transport Model Group IV Data Boundary and Initial
Condi ti ons 45
10 Transport Model Group V Data Time Integration
and Output Parameters 49
11 Transport Model Group VI Data Pressure Distribution:
Initial, Time Variable, and or Steady State 50
12 Code for Labeling Soil Samples Taken From a Potato
Field in Cutchogue, New York, December 27, 1979 54
13 Soil Composition of Soil Cores Collected From
Wickham Farm, Long Island 55
14 Precipitation and Evaporation at Greenport Powerhouse
Gaugi ng Stat i on 60
15 Suggested Value for C Relating Evaporation from a US
Class A Pan to Evapotranspiration from 8-15 cm Tall,
Well Watered Grass Turf 61
16 Partition Coefficient 67
17 Aldicarb Application Period 68
18 Pulse Duration of Aldicarb Application 70
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SECTION I
INTRODUCTION
Ground-water's role as a vital natural resource is threatened by
increasing subsurface contamination. The origin of ground-water
contaminants can be traced to industrial, agricultural, and municipal
sources in addition to land-treatment waste management systems. The
variety of sources and pollutant characteristics compounds the problems
associated with the protecting of ground-water resources and public
health. Research efforts are required to describe the mechanisms of
transport, degradation, and sorption of contaminants in soils, as well
as the fate of the contaminants in aquifers.
Ground-water comprises a major portion of the fresh-water supply in
the United States. Exploitation and carelessness have resulted in
adverse impacts on ground-water resources. Water tables in some parts
of the country have dropped dramatically, and the quality of ground-
water has deteriorated. In an effort to reduce and prevent water
pollution, to reclaim and recycle wastewater, or to replenish ground-
water supplies, PL92-500 and PL95-217 encourage land application as an
alternative technique for wastewater management. In the arid
southwestern part of the United States, land application methods are
particularly promising for continuing growth and prosperity. However,
the renovation and reclamation of wastewater by land application must
not degrade the quality of ground-water.
Large scale use of agricultural pesticides represents another
potential threat to ground-water quality. The impact of pesticides on
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soil and ground-water systems requires the knowledge of the reactions of
pesticides with soils and the development of models to describe the
sorption, leaching, and persistance of these contaminants in the
subsurface environment. Therefore, research and model development on
the behavior and dynamics of pollutants in soils and the migration in
ground-water are essential for the successful compromise between ground-
water quality and waste treatment.
The present study describes a two-dimensional solute transport
model to simulate the movement of contaminants through soils and to
project the concentration of contaminants in ground-water. The model'
consists of two submodels. The first is a hydraulic model which
utilizes a unified approach to treat both the unsaturated and saturated
regions simultaneously. The hydraulic model is used to develop
volumetric water flux, soil moisture content and interstitial velocities
of the flow-field under consideration. The second submodel is a solute
transport model which simulates the migration, sorption, and degradation
of contaminants in soil matrices based on the interstitial velocities of
the hydraulic model.
The hydraulic model is solved using finite element techniques, and
the solute model is based on a method of characteristics solution.
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SECTION II
MATHEMATICAL DEVELOPMENT OF THE HYDRAULIC
AND TRANSPORT EQUATIONS
The movement of water in saturated and unsaturated soils can be
described by the following material balance:
(1)
where
9 = water content ratio, volume of water per unit volume of soil,
K = hydraulic conductivity of soil to water,
H = hydraulic head, and
t = time.
In general, K and 9 will be functions of the pressure head, P.
Including the effects of gravity, the hydraulic head is
H = P - y (2)
where y is the gravitational potential head.
For two-dimensional flow in a vertical plane assuming isotropic
conditions, Equation 1 becomes
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where x is the horizontal axis and y is the vertical axis taken positive
in the downward direction.
From Equation 2,
and
.
3X 3x
3H _ 3P I /r \
ay -ay'1 (5)
Also, by definition
80 3P d9
~
Substituting Equations 4, 5, and 6 into Equation 3 yields
*Li£. - L. UP] 3P + 9-.Krp^ 3P 3K
dP at - 3x {y} Fx ay (V} 3y " 3y
Equation 7 describes the soil water pressure distribution in both
saturated and unsatu.rated regions. The solution of this material
balance equation together with appropriate boundary conditions will
provide the soil water pressure distribution throughout the problem
domain. Together with the soil properties, the pressure distribution
can be used to provide information on the water content ratio, the
volumetric water flux, and the interstitial velocity of water flow in
the soil system.
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The convective transport neglecting dispersion of a reactive solute
through the soil water system can be expressed as
where
C = solute concentration in soil water, mass of solute per unit
volume of solution;
S = solute concentration in the soil matrix, mass of solute per
unit mass of solids;
p = bulk density of the soil, mass of solids per unit volume of
soil;
qx, qy = soil water flux, volume of water per unit area per unit time;
and
X = the rate of chemical/biological/radioactive decay of solute in
the water by a first-order reaction.
The soil-water flux terms can be evaluated as
and
qy = - K(P) + K(P) (10)
The rate of change in solute concentration on the solid matrix,
3S/3t, can be attributed to two mechanisms. The first is sorption of
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solute on the soil surface. Assuming a linear adsorption isotherm,
S = kdC (11)
where k^ is an equilibrium distribution coefficient which describes the
partitioning of solute between the fluid and solid phases. The second
mechanism is a change in adsorbed solute concentration by one or more
first order reactions of the form
S = I! a. kd (C - Cej) dt (12)
J
where a,- and Cej are the first-order rate constant and the equilibrium
concentration for the j^"1 reaction, respectively.
Adding the sorption and reaction mechanisms,
= k ,C + II a. k . (C - C .) dt (13)
d L. ' j d v ej'
J
and
Substituting Equation 14 into Equation 8 yields
Okd f£ + Pkd J aj(C - cej) - - fj (,XC) - fy (qyO -
(15)
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Carrying out the indicated differentiation, collecting terms, and
rearranging yields
If
(16)
From the continuity equation, or conservation of mass,
and Equation 16 becomes
3£ qx 9£ qy 9£ pkd y , /r r > X6C
at 8 + Pkd ax e + Pkd 3y " " e + Pkd L aj^ " Lej; " e + P
(18)
Equations 3 and 18 are the two basic equations for the hydraulic
model and the transport model, respectively. These two differential
equations can be integrated to yield the moisture content and the
pollutant concentration as a function of location and time.
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SECTION III
THE HYDRAULIC MODEL
The differential equation describing the distribution of soil
moisture can be solved by a variety of numerical methods. The two most
common approaches to problems of this type are finite-difference and
finite-element techniques. Both approaches reduce the governing
differential equation to a set of linear algebraic equations. A finite
element method was selected in this study based on considerations of'
computational efficiency, accuracy, and stability.
Applying Galerkin's technique to the soil moisture equation
d0 3P 3 v 3P . 3 v 3P 3K
dP 3T ~ 3x 3x 3y * 3y ~ 3y
will lead to a set of nonlinear ordinary differential equations. An
approximate solution to Equation 7 can be defined in an element as
N
Pe(x,y,t) = I » (x,y) P.(t) (19)
= J J
where Pj is the pressure associated with node j,
-------
3K d9 a?6 n , . . .
"-]$(x'y) dxdy =
(20)
for j = 1 to N where Qe is the domain of element e plus its boundaries.
Equation 20 can be integrated by parts to eliminate the second
derivatives. Applying the Green-Gauss theorem
// *« I? $ i dxdy
dPe 3t J
e
K Ir "x + K if
where r is the global boundary, re is the element boundary, and n is a
unit vector normal to r.
Now spatial derivatives of Pe can be written in terms of the nodal
pressures Pj(t) and the derivatives of the element basis functions:
If!- yN P !!i
3X - fsl 1 3X
*y i=i
-------
The element basis functions also define, in terms of the time
derivatives 3Pe/3t at the element nodes, the spatial variation of
3Pe/3t over 'the element
9^e N 3P.
u u i—l i o i*
Substituting Equations 22 and 23 into the first term of Equation 21,
e
N 8$ . \ 3$ . / N 3$. .
l 55T P J Ix1 *(,£.! W1 P ] dxdy (25)
The integrand which involves spatial first-order derivatives of the
element basis functions is independent of x and y because the basis
functions are linear in x and y. Collecting like coefficients of the
Pi , Equation 25 becomes
[ K 53T ix + K 5T ]
e
N 30 . 3$ . 3$. 3$.
(26)
for j = 1,N
Equation 24 can be substituted into the third term of Equation 21
to yield
10
-------
oe N 9P.
'^ ! ST //e 3F*i Vxd" <27>
for j = 1,N.
Substituting Equations 26 and 27 back into Equation 21 gives
N 9Pi dg
'•'"" '*. w *J *J dxdy
N 3$. 9$ . 3$. 3$ .
<28>
Equation 28 can be written in matrix notation by defining the following
variables:
9$ . 9$ . 3*. 3$ .
ANM=-//K 'SIT 91T + 9F 971)
"e
GNM a'/ BF$i $j dxdy
e
FN=/r »J * - >'
e e
The local finite element equation then becomes
3P«
where G^j\ and A^^ are N x N matrices, P^ and FUJ are N x 1 matrices, and
N is the number of nodes in an element. The coefficient matrices
[GNM]e, [ANM]e, and [FN]e are functions of K(P), 3K(P)/3y, and de/dP.
11
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Therefore Equation 32 represents a system of nonlinear differential
equations. Finder, et al. (1973) proposed the approximation of these
variables within an element by polynomial interpolation. Let
N
K(P)e = I flf1 (x,y) K(Pn.) . (33)
3K e N 9Ylji(x,y)
where fj i(x,y) and ^2 i(x,y) are the linear interpolating functions.
With these definitions, the Coefficient matrices can be linearized as
8$. 3$ . 3$. 9$ .
I K(P.) // T. . (-5—J- ^-i + 3—- —i) dxdy (36)
1=1 1 n. ijl 3X 3X 3y 3y
(37)
e
N
.
/ (K n>< + K | ny) dr . f(| (38)
where
N a?.
fN= /-/^^ Ji 17
1-1 ne
The boundary integral term is the weighted average of.the flux normal to
the boundary and will be considered later.
12
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The global finite element equation is obtained by su.mmming the
coefficient matrices for each element over all of the elements in the
problem domain.
(40)
Fi = J=1 FN ANi <42>
Hhere E is the total number of nodes in the problem domain and the Ae
are Boolean matrices. The global finite element equation is
G. . _J. = A. . P. + F. (43)
ij dt ij j i v '
where G^,- and A.JJ are L x L coefficient matrices, F.J is a L x 1 matrix,
and L is the total number of nodes in the problem domain. At this point
Equation 42 is completely general in that the structure of the elements
has not been specified.
Linear quadrilateral elements were selected in the present work as
shown in Figure 1. Two coordinate systems are shown. The x-y system is
the global coordinate system for the entire problem domain. The £-n
system is a nondimensional local coordinate system with an ori.gin
located at the intersection of two lines that bisect opposite pairs of
sides of an element. This local coordinate system simplifies the
definition of the element basis, or shape functions, and facilitates the
13
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t
X
Figure 1. Linear Quadrilateral Element
14
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integrations required to evaluate the coefficient matrices in Equations
32 and 43.
The element basis functions written in terms of the nondimensional
local coordinates are (Segerlund, 1976)
*!(5»n) =} (1 - C)(l - n) (44a)
(44b)
n) (44c)
} (1 - O(l + n) (44d)
The interpolating polynomial for the linear quadilateral element is
Pe = <)>1 (5,n)P]_ + *2(5,n)P2 + 4.3(5,n)P3 + *4(5,n)P4 (45)
where PJ, P£, ?3, and P4 are the values at the four nodes. The
interpolating polynomial can also be usea to define the global
coordinates of a point within an element, or
x = 3(£,n)X3 + 4>4(£,n)X4 (46)
and
y = ^^.nJY + (5.ri)Y2 + *3(5,n)Y + 4>(5,n)Y (47)
15
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The derivitives of the basis functions, 3$.j/3x and 3$i/3y, follow
from Equations 44, 46, and 47. The Jacobian matrix is defined by
3$i
3C
3*..
3n
=
•3x 3yi
35 3C
3x 3^
.3n 3n.
3$i
3X
3*.
ay
= [J]
8*1
3X
3*...
ay
(48)
which can be inverted to yield the derivatives with respect to x and
y. The integrals in Equations 36, 37, and 39 are transformed according
to
f/ G(x,y)dxdy = / /
n -1 -1
[J]
(49)
or
3$ .
. .
_* J i ^
3x 3y 3y
—) dydx
1 1
-1 -1
. . .
ax1 + a
l l
v. . *.*. dxdy = / / *. .
1,1 1J _1_1 '»'
"1,1
i dxdy =
1 1 3
-------
1
8
a
a2n)
(53)
where
= (X4 - X2)(Y1 - Y3) - (Xj - X2)(Y4 -
(54a)
= (X3 - X4)(YX - Y2) - (X1 - X2)(Y3 - Y4)
(54b)
= (X4 - X1)(Y2 - Y3) - (X2 - X3)(Y4 -
(54c)
Equations 50, 51, and 52 can now be integrated by Gauss-Legendre
quadrature. In general,
1 1
n n
/ / g(C,n)dnd£ = I I W.W. g(5.,n,)
-1 -1 1=1 j=l 1 J 1 J
(55)
where the £^ and nj are the quadrature points and the W-j and W,- are the
weighting factors. Second order integration is required to evaluate the
area integrals exactly for linear quadrilateral elements. The
quadrature points n = 2 are £. = ± 0.577350 and n. = ± 0.57350, and the
* \J
weighting factors are Wi = Wj = 1.0.
The coefficient matrices can now be written algebraically as
ANM
4
I
1=1
4
I
1=1
K(P,)
1
2
I
1=1
(— )
i
2
I
1=1
2
I *i
m=l L
2
m=l
. (C- ,n ) bNM(5-
,1 i m
o , 9NM(5.. ,n )
c. , 1 INn 1 m
,nm) [J]
[J]
(56)
(57)
17
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'""ill K(PI) Jl l0^1'""1' [J] (58)
where
(59)
(60)
(61)
The terms in brackets in Equations 56, 57, and 58 are functions of the
element geometry alone. Therefore, they are constants once the finite
element mesh is defined.
The boundary integral term in Equation 38 only contributes to
elements located on the boundary of the problem domain. In assembling
the global matrix by Equation 42, only boundary nodes will contribute to
F-. In other words F- = 0 for all interior nodes. For a specified flux
boundary condition, the volumetric flow through the side of an element
is distributed between the adjacent nodes, and the value of the boundary
integral can be calculated from the flow through the segments of the
boundary on either side of the boundary node. A specified pressure
boundary condition essentially reduces the number of unknowns in the
problem domain.
The global finite element equation
dP
ij dT ' Aij Pj + Fi
can be integrated in time using finite difference methods. Backward
18
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difference methods using properties averaged over a time step tend to be
resistant to numerical oscillation (Reeves and Duguid, 1975; Frind and
Verge, 1978), Equation 43 is integrated using a predictor-corrector
method with coefficients evaluated at half a time step.
For the predictor, the finite difference form of Equation 43 can be
written as
p k+1 p k
G..W2 -i-^-J- = AI /+1/2 P/+1 + Fik+1/2 (62)
where k+1/2 denotes the values calculated at the midpoint between the
k^ and k+1^'1 time steps. Equation 62 can be rearranged to
(G k+1/2 - At A K+1/2)(P k+1 -Pk.)
I J I J J J
= At F.k+1/2 + At A..k+1/2 P.k (63)
I I J J
which is the matrix equation for the change in pressure over a time
step.
The rate of change in pressure can vary over a wide range in the
region of the wetting front. Therefore, methods which are stable for
stiff matrices must be considered for the corrector step to allow the
use of reasonably large time steps. In the present work a fourth-order
Newton backward difference method is used for the corrector. The finite
difference form of Equation 43 becomes
k+1 ,p k+1 48 p k 36 p k-1 16 k-2 3 p k-3
(PJ -?SPj + ?FPj -?SPj +7B-pj
19
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(64)
Rearranging Equation 64 leads to the following matrix equation for the
corrector step:
k+1 12 k+K p k+1
-25AtAij ) Pj
Fn.k+1 - ^ G^1 (-48 Pjk + 36 P.k-1 -16 P/'2 + 3 Pjk'3)
(65)
The corrector is iterated three times at each time step to achieve
fourth-order accuracy (Lambert, 1973).
In carrying out the integration over time using Equatons 63 and 65,
the lumping process suggested by Briggs and Dixon (1968) arid by Langsrud
(1976) is used to reduce the computational requirements and to obtain a
smooth solution. Equation 65 requires known pressure distributions at
four time intervals to start the integration. A Runge-Kutta method, or
the predictor defined in Equation 63 with a refined time step, is used
to initiate the predictor-corrector method successfully.
The time integration procedure described above overcomes.potential
problems in applying the hydraulic model over the entire problem
domain. For example, in an unsaturated region the hydraulic
conductivity, K, can take on very small values; and from Equations 36
and 40 the A^j in Equation 43 tend to zero, or
dP.
20
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In a saturated region d0/dP = 0, and G^ in Equation 37 vanishs. As a
result, the G.:, coefficient matrix in Equation 43 may become a singular
' J
matrix. If G^ =0 for some row i in the system of equations
' J
represented by Equation 43, the governing equation for this row will
change to an algebraic equation, or
Therefore Equation 43 actually represents a system of ordinary
differential equations represented by Equations 43 or 66 and algebraic
equations represented by Equation 67. The Ai, may approach zero in the
' J
unsaturated zone, and the 6-• will vanish in the saturated zone.
' J
However, they will not vanish simultaneously, and coefficient matrices
(G. .k+1/2 - At A. .k+1/2) in Equation 63 and (G. .k+1 - 41 - At A. .k+1) in
IJ IJ IJ £3 IJ
Equation 65 will not become singular.
The hydraulic model can be solved to yield the distribution of
pressure and soil moisture in the problem domain as a function of space
and time. The resulting pressure distribution can also be used to
calculate the water flux through the system. This flux distribution can
be used, in turn, to project the transport of pol.lutants through the
unsaturated and saturated regions of the system.
21
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SECTION IV
THE TRANSPORT MODEL
The differential equation describing the conservation of a
pollutant in an unsaturated/saturated subsurface environment was
developed in Section II as
3C qx ac qy 3C _ pkd y , . xec
8t 0 + pkd 3x 0 + pkd 3y 0 + pkd 4 j * ej' " 9 + pkd
(18)
As in the case of the hydraulic model, a variety of numerical techniques
may be used to integrate this equation in time and space. A method-of-
characteristics approach has been selected in the present study to
transform Equation 18 into an ordinary differential equation. Equation
18 can be written as
.r pk .
— = q V a fC C } AOV, /ggx
dt 0 + pkj 4- j^ " °e.i; 0 + ok. v '
where the total derivative, dC/dt, implies differentiation along a
characteristic line. The projections of this characteristic line on the
x-t and y-t planes are given by
6t 0 + pk .
and
22
-------
£L= V (70)
6t G + pk { '
respectively. The geometry of the characteristic line and the
projections on the x-t and y-t planes are shown in Figure 2.
A finite difference method is used to integrate Equation 68 along
the characteristic line. The finite difference configuration in Figure
2 shows the characteristic line in the vicinity of the i,j grid point.
The concentration at the location of the ith grid point along the x-axis
and the j grid point along the y-axis at time step a is denoted by
0
C.. . The concentration at the same node at time step £+1 is
£+1
C. . . The projection of the characteristic line on the x-t plane is
shown as line 2-3, and the slope of the projection is given by Equation
69. The projection of the characteristic line on the y-t plane is shown
in Figure 2 as line 2-4; the slope is given by Equation 70. The
characteristic line is determined by the simultaneous solution of
Equations 69 and 70.
The flux terms in Equations 69 and 70 as well as the soil moisture
content in Equations 68, 69, and 70 are evaluated from the pressure
distribution generated by the hydraulic model. Since the physical
properties of both the soil and water have been assumed to be
independent of pollutant concentrations, i.e. dilute solutions, the
hydraulic and transport models can be uncoupled. In other words, the
hydraulic model can be solved to yield the pressure at specified
locations in the problem domain for specified times, independent of the
transport equation. These pressures can then be used to evaluate the
water flux and soil moisture at the same spatial and temporal locations
23
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Figure 2. Characteristic Lines
24
-------
in the transport model. The application of the hydraulic and transport
models to a field problem is demonstrated in the next section.
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SECTION V
APPLICATIONS OF THE HYDRAULIC AND
TRANSPORT MODELS
This section is intended to serve as a user's guide for the
hydraulic and transport models and to provide guidelines for assembling
the input data required for each of the models.
Hydraulic Model
The data required by the hydraulic model for simulating the
pressure distribution in the unsaturated and saturated regions include
the definition of the finite element mesh, hydraulic conductivity
relationships as a function of soil moisture, soil properties such as
bulk density and porosity, and the initial and boundary conditions for
the problem domain. Each of these topics will be considered in the
following paragraphs.
Field site geometry. The hydraulic model has been developed for
two dimensional flow in a vertical plane. The x-coordinate is the
horizontal distance and the y-coordinate is depth. The coordinate
system should be orientated so that the mathematical model approximates
the field conditions to the extent possible. For example, the x-axis
should be aligned with the regional hydraulic gradient.
The maximum depth in the problem domain would correspond to an
impervious zone underlying the field site or to a depth at which the
flow field can be assumed to be horizontal.
26
-------
Water table. The depth of the water table of the field site should
be acquired empirically or experimentally. In addition, the initial
soil moisture distribution must be estimated or measured.
Finite element mesh. Once the geometry and dimensions of the field
site have been established the problem domain must be described as a
finite element mesh. This is accomplished relatively easily by
specifying the number of rows and the number of columns in the problem
domain. In addition, two additional columns must be allocated to
specify the boundary conditions. The elements themselves are formed by
the intersection of "horizontal" and "vertical" lines (rows and
columns). The only restrictions are that the "horizontal" lines do not
cross each other and that "vertical" lines do not cross. Figure 3 shows
a typical finite element mesh for the model. The number associated with
the intersection of vertical and horizontal lines represents the
numbering of the global nodes used in the model. The order is from top-
to-bottom and from left-to-right. Global node 1 will be located at the
upper left corner (Point A); the last global node will be located at the
lower right corner (Point B).
The actual location of the global nodes must be specified by the
user. The nodes need not lie on straight lines, but the user,must
specify the global coordinates (x,y) of each node in the finite element
mesh.
Physical and hydraulic properties. The hydraulic model includes
the following relationships for hydraulic conductivity and soil moisture
retention parameters:
( )2b+2 (71)
27
-------
DS2
-DS1—-J
IIIHIIJ
WATER FLUX
NEUMANN
CONDITION
FOR-<
UNSATURATED
PORTION
NEUMANN
OR
DIRICHLET
CONDITION^
FOR
SATURATED
PORTION
NEUMANN
CONDITION
FOR
UNSATURATED
PORTION
NEUMANN
OR
DIRICHLET
CONDITION
FOR
SATURATED
PORTION
NEUMANN CONDITION
NO FLUX
Figure 3. Configuration of Element Meshes of Hydraulic Model
28
-------
and
fj - if rb
o s
where
0S = porosity (cm3/cm3),
O T
0 = water content ratio (cm /cm0),
KS = saturated hydraulic conductivity (cm/hr),
K = hydraulic conductivity (cm/hr),
P = soil water pressure (cm of water),
P = air entry pressure (cm of water), and
b = empirical constant.
The parameters K$, 0g, PQ, and b must be specified at each node in
the problem domain. These hydraulic and water retention parameters
should be measured using laboratory or field moisture release data, if
possible. For cases where measured values are not available or
measurement cannot be justified based on economic considerations, the
work of Clapp and Hornberger (1978) can be used to estimate the required
parameters. Table 1 presents the representative values for hydraulic
parameters reported by Clapp and Hornberger (1978).
Initial and boundary conditions. The initial soil-water pressure
must be specified at each node in the finite element mesh. If- the soil
moisture distribution has been measured or can be estimated, i.e. from
neutron capture logs, the initial pressure distribution can be
calculated from Equation 72.
-------
TABLE 1
REPRESENTATIVE VALUES FOR HYDRAULIC PARAMETERS (STANDARD DEVIATIONS IN PARENTHESES)**
Soil Texture
Sand
Loamy sand
Sandy loam
Silt loam
Loam
Sandy clay loam
Silty clay loam
Clay loam
Sandy clay
Silty clay
Clay
Soils
13
30
204
384
125
80
147
262
19
441
140
Mean Clay
Fraction
0.03
0.06
0.09
0.14
0.19
0.28
0.34
0.34
0.43
0.49
0.63
b
4.05(1.78)
4.38(1.47)
4.90(1.75)
.5.30(1.96)
5.39(1.87)
7.12(2.43)
7.75(2.77)
8.52(3.44)
10.4(1.64)
10.4(4.45)
11.4(3.70)
Po
cm
12.1(14.3)
9.0(12.4)
21.8(31.0)
78.6(51.2)
47.8(51.2)
29.9(37.8)
35.6(37.8)
63.0(51.0)
15.3(17.3)
49.0(62.1)
4.05(39.7)
P0 (log)
cm
3.50
1.78
7.18
56.6
14.6
8.63
14.6
36.1
6.16
17.4
18.6
0s
cm3/cm3
0.395(0.056)
0.410(0.068)
0.435(0.086)
0.485(0.059)
0.451(0.078)
0.420(0.059)
0.477(0.057)
0.476(0.053)
0.426(0.057)
0.492(0.065)
0.482(0.050)
Ks*
cm/mi n
1.056
0.938
0.208
0.0432
0.0417
0.0378
0.0102
0.0147
0.0130
0.0062
0.0077
** from reference 12
* from reference 13
-------
The numerical model provides for two types of boundary
conditions. A zero-flux, or Neuman, boundary condition is assumed on
the vertical sides of the problem domain in the unsaturated zone. For
the saturated zone, either a zero-flux or a fixed pressure head
(Dirichlet boundary condition) may be specified. A zero-flux boundary
condition is always assumed at the bottom boundary of the problem
domain. A time series.of fluxes are considered at the upper boundary of
the problem domain.
Input data formats. The actual input data required by the
hydraulic model can be classifed into the following four groups:
I Geometry and Nodal Coordinates,
II Soil Properties,
III Boundary and Initial Conditions, and
IV Time Integration and Output Parameters.
Tables 2 through 5 list all of the variables and input formats for each
of the four groups of input data.
Transport Model
The input data required by the transport model include data which
must also be provided for the hydraulic model. This common data base
includes the site geometry, definition of the finite element mesh, and
parameters relating hydraulic conductivity to soil-moisture retention.
Since the transport model can be uncoupled from the hydra.ulic
model, the transport model code has been developed for use as a separate
model, as well as for use in conjunction with the hydraulic model.
Field site geometry, nodal coordinates, and physical properties.
When used in conjunction with the hydraulic model, the nodal
31
-------
TABLE 2. HYDRAULIC MODEL GROUP I DATA
GEOMETRY AND NODAL COORDINATES
CARD
NO.
FORMAT
20A4
215
CO
512
PARAMETER
TITLE
NNROW
NNCOL
IFLAGT
IFLAGS
ISTART
UNITS REMARKS
Up to 80 alphanumeric
characters may be used for
problem identification**
Total number of horizontal
dividing lines**
Total number of vertical
dividing lines**
Creates an output file to be
used for running transport.**
(Binary File)
IFLAGT = 0 Creates a file
IFLAGT = 1 No file
Creates either a steady state
or a time variable pressure
distribution file**
IFLAGS = 0 Steady state file
IFLAGS = 1 Time variable file
Restart option - This run
will continue a previous
run**
ISTART = 0 Option in effect
ISTART = 1 New run but
creates a restart file
-------
IPARMO
IPRRES
CO
CO
20A4
AFMT
5 to n
AFMT
cm
Modify the parameters:
application period, water
flux, application location
and print out interval; for
the restart run option**
IPARMO = 0 Does not modify
the parameters
IPARMO = 1 Modifies the
parameters
Print the restart conditions
that are stored values plus
the modified parameters for
this restart run**
IPRRES = 0 Does not echo
print
IPRRES = 1 Print the restart
conditions
Format for global coordinates
of nodes
NOTE: Input data format must
include opening and closing
parentheses
X,Y, coordinates for all
nodes in the finite element-
mesh, I = 1, NNTOT where
NNTOT = NNROW * NNCOL
NOTE: Coordinate pairs are
entered by columns
** user created restart data file requires this as input
-------
TABLE 3. HYDRAULIC MODEL GROUP II DATA
SOIL PROPERTIES AND MOISTURE RETENTION PARAMETERS
CARD
NO.
1 to NNTOT
FORMAT
4F10.0
PARAMETER
CONDS(I)
PENTR(I)
BPARA(I)
RATIO(I)
UNITS
cm/hr
cm of
cm3/cm3
REMARKS
Saturated conductivity for
node I
Air entry pressure for node I
Empirical constant in Equations
71 and 72 for node I
Saturated water content ration
for node I
NOTE: One card for each node
I =• 1,NNTOT where
NNTOT = NNROW* NNCOL
-------
TABLE 4. HYDRAULIC MODEL GROUP III DATA
BOUNDARY AND INITIAL CONDITIONS
CARD
NO.
1
FORMAT
215
PARAMETER
IFLAGL
UNITS
CO
en
IFLAGR
IBC)
15
2F10.0
IBC
DS1
DS2
cm
cm
REMARKS
Type of boundary condition at
left-hand boundary below
water table
IFLAGL = 1 Neuman Condition
(Flux boundary)
IFLAGL = -1 Dirichlet Condition
(Head Boundary)
Type of boundary condition at
right-hand boundary below water
table
IFLAGR = 1 Neuman Condition
(Flux boundary)
IFLAGL = -1 Dirichlet Condition
(Head Boundary)
Number of surface application
periods during the simulation
NOTE: IBC < 5
X-coordinate coordinates
which define the distance over
which a surface flux, q, is
applied.
< DS2
NOTE
q
;
=
0
FLUX(J)
0
See FIGURE
3
X <
DS1
X >
DS1
< X
DS2
-------
GO
cn
4 to (2 + IBC)
4F10.0
(4 + IBC)
20A4
ON(J)
OFF(J)
FLUX(J)
BFMT
(4 + IBC) to m
BFMT
PRES(I)
hr
hr
cm3/hr/cm':
cm of
Turn-on time for application
period J
Turn-off time for application
period J
Water flux for application
period J
NOTE: One card for each
application period J = 1, IBC
Format for initial pressure
distribution
NOTE: Input data format must
include opening and closing
parentheses**
Initial pressure at each
global node in the finite
element mesh
NOTE: Values are read by
columns
** user created restart data file requires this as input
-------
TABLE 5. HYDRAULIC MODEL GROUP IV DATA
TIME INTEGRATION AND OUTPUT PARAMETERS
CARD
NO.
FORMAT
PARAMETER
UNITS
REMARKS
4F10.0
TDEL
TMAX
PRT1
PSTED
hr
hr
hr
cm/hr
Time step for integration
Maximum simulation time**
Printout interval for soil
pressure and water content
distributions
Tolerance for steady state
assumption. If the change in
pressure over a time step is
less than PSTED ,for all
nodes; the system is assumed
to have reached steady state,
and the program terminates
** user created restart data file requires this as input
-------
coordinates, soil hydraulic parameters and soil-water pressure data can
be read from a data file prepared automatically by the hydraulic
model. The bulk density of the soil in the problem domain is the only
soil property required for the transport model which is not used in the
hydraulic model. Some of the boundary condition and time integration
and output parameters can also be generated by the hydraulic model.
Soil-water pressure distribution. If the pressure distribution is
generated by some other model, these data must be developed by the user,
either manually or by some other independent code which will prepare the
required data files.
Pollutant concentration and reaction data. Input data describing
initial and boundary concentrations must be specified. The initial
concentration distribution is assumed to be zero throughout the problem
domain. The initial and final concentrations of all boundary input flux
terms must be specified together with the corresponding starting and
ending times for each input flux. Concentrations for intermediate times
are obtained by linear interpolation.
The rate constants for the first order reaction in solution, x, as
well as the constants for each of the j reactions on the solid
interface, a-, must also be specified. In addition, the partition
J
coefficient for the soil/pollutant system under consideration must be
known or estimated.
Input data formats. Transport model input data can also be
classified into six groups:
I Geometry and Nodal Coordinates,
II Soil properties,
III Chemical Reaction and Adsorption Parameters,
38
-------
IV Boundary and Initial Conditions,
V Time integration and Output Parameters, and
VI Pressure Distribution
Tables 6 through 11 list the required input variables and formats for
each of the six groups. Group I and most of Group II and Group VI input
data can be read from a data file prepared by the hydraulic model if
this option is selected.
39
-------
TABLE 6. TRANSPORT MODEL GROUP I DATA
GEOMETRY AND NODAL COORDINATES
CARD
NO.
FORMAT
20A4
215
12
PARAMETER
TITLE
NROW
NCOL
M
UNITS REMARKS
412
IFLAGT
I FLAGS
Up to 80 alphanumeric
characters may be used for
problem identification
Total number of horizontal
dividing lines
Total number of
dividing lines
vertical
Total number of chemical
reactions based on solid
phase being considered in the
computation
Input data file option
IFLAGT = 0 hydro file plus a
user created file used
I FLAG = 1 input file will be
a user created one
Pressure distribution file
description
IFLAGS = 0 steady state
IFLAGS = 1 time variable
-------
IPARAM Modify parameter option
IPARAM = 0 no modifications
of the file created by the
hydraulic model
IPARAM = 1 modify the hydro
file or read the user
created
IDEG Degradation in the liquid
phase
IDEG = 0 no degradation
IDEG = 1 degradation
5 20A4 CFMT Format for global coordinates
of grid points
NOTE: Input data format must
include opening and closing
parentheses
6 to j CFMT X(I), Y(J) cm X,Y, coordinates' for all grid
points in the finite element-mesh,
1=1, NROW and, J = l.NCOL
NOTE: Coordinate pairs are
entered by columns*
* can be supplied by either the hydro file or a user created file.
-------
TABLE 7. TRANSPORT MODEL GROUP II DATA
SOIL PROPERTIES AND MOISTURE RETENTION PARAMETERS
CARD
NO.
1
2 to k
FORMAT PARAMETER
F10.0 RU
4F10.0 CONDS(I.J)
PENTR(I.J)
BPARA(I.J)
UNITS
gm/cirr
cm/hr
cm of 1
RATIO(I,J)
cm3/cm3
REMARKS
Bulk density of soils
Saturated conductivity for
grid point (I,J)*
Air entry pressure for grid
point (I,J)*
Empirical constant in
Equations 71 and 72 for grid
point (I,J)*
Water content ratio for grid
point (I,J)
NOTE: For grid points
I = l.NROW
J = l.NCOL
The data are entered by
columns*
* can be supplied by either the hydro file or a user created file.
-------
TABLE 8. TRANSPORT MODEL GROUP III DATA
CHEMISTRY PROPERTIES
CARD
NO.
1
2
FORMAT
F10.0
F10.0
PARAMETER
CONC
PH
UNITS
ppm
20A4
DFMT
u>
5 to (1*M)
3A4
DFMT
TNAME(I)
A(I,J,K)
1/hr
(1*M) + 1 to
(m*IDEG)
DFMT
DEGRAD(I.J)
1/hr
REMARKS
Pollutant concentration of
the loading flux
pH value of the soil solution
NOTE: In this version of the
program, this value is used
for references purposes only
Format for rate of reaction
and partition coefficent data
NOTE: Input data format must
include opening and closing
parentheses
Alphanumeric descriptive name
of the i-th chemical reaction
NOTE: 12 characters maximum
Rate of the i-th reaction
based on solid phase at grid
point (J,K) where
J = l.NROW and
J = l.NCOL
NOTE: Rates of reaction are
entered by columns
Rate of degradation in the
liquid phase at grid point
1=1, NROW and
K = 1, NCOL
NOTE: Rates of reaction are
entered by columns
-------
(m*IDEG) to n
DFMT
SO(I,J)
Partition coefficient of the
pollutant between solid phase
and liquid phase at grid
point (I,J) where
I = l.NROW
J = l.NCOL
NOTE: Partition coefficients
are entered by columns
-------
TABLE 9. TRANSPORT MODEL GROUP IV DATA
BOUNDARY AND INITIAL CONDITIONS
CARD
NO.
FORMAT
15
PARAMETERS
IFLAGL
UNITS REMARKS
15
IFLAGR
15
IFLAGB
IFLAGL + 3
215
9NIL
9NFL
Type of boundary condition at
left-hand boundary
IFLAGL = 1 Input
concentration on left-hand
boundary required
IFLAGL = 0 No input
concentration on left-hand
boundary required
Type of boundary condition at
right-hand boundary
IFLAGR = 1 Input
concentration on right-hand
boundary required
IFLAGR = 0 No input
concentration on right-hand
boundary required
Type of boundary condition at
bottom boundary
IFLAGB = 1 Input
concentration on bottom
boundary required
IFLAGB = 0 No input
concentration on bottom
boundary required
Starting and ending row
number at the left-hand
boundary on which input
concentration is required
-------
(IFLAGL * 2) + 3 6F10.0
to
Nla
(Nl + IFLAGL) 6F10.0
t0h
N2b
9CIL(I) I = NIL,NFL ppm
9CFL(I) I = NIL,NFL ppm
Input concentration at left-
hand boundary at starting
time
Input concentration at the
left-hand boundary at ending
time
-Ca
CD
(N2 + IFLAGR)
215
N2+(IFLAGR * 2)
to 6F10.0
N3C
(N3+IFLAGR)
t0H
N4d
(N4+IFLAGB)
6F10.0
215
N4+(IFLAGB * 2) 6F10.0
to
N5e
'NIR
]NFR
hCIR(I) I = NIR.NFR ppm
hCFR(I) I = NIR.NFR
ppm
'NIB
= NIB,NFB ppm
Starting and ending row
number at the right-hand
boundary on which input
concentration is required
Input concentration at the
right-hand boundary at
starting time
Input concentration at the
right-hand boundary at
ending time
Starting and ending column
number at the bottom boundary
on which input concentration
is required
Input concentration on the
bottom boundary at starting
time
-------
(N5+IFLAGB)
to
N6r
(N4 + 1)
6F10.0
15
I=NIB,NFB ppm
(N4 + 2)
to (N4 + IBC + 2) 2F10.0
(N4 + IBC + 3) 2F10.0
IBC
ON(J)
OFF(J)
DS1
DS2
hr
hr
cm
cm
Input concentration on the
bottom boundary at ending
time
Number of periods for which
pollutant is loaded into the
fieldj
NOTE: IBC < 20
Turn-on time for application
period j
Turn-off time for application
period j
NOTE: One card for each
application period J = 1,IBCJ
X-coordinate of coordinates
which define the starting
location where pollutant is
applied on the surface-3
X-coordinate of coordinates
which define the ending
location where pollutant is
applied on the surface^
a Nl
b N2
c N3
d
N4 =
IFLAGL + (NFL - NIL + 1) * IFLAGL + 4
5
Nl + (NFL - NIL + 1) * IFLAGL + 4
5
N2 + (IFLAGR * 2) + (NFR - NIR + 1) * IFLAGR
5
N3 + (NFR - NIR + 1) * IFLAGR
5
-------
e N5 = N4 + (NFB - NIB + 1) * IFLAG8
5
f N6 = N5 = (NFB - NIB + 1) * IFLAGB
5
9 input required if IFLAGL = 1
h input required if IFLAGR = 1
1 input required if IFLAGB = 1
J can be supplied by either the hydro file or user created file
.£>
00
-------
TABLE 10. TRANSPORT MODEL GROUP V DATA
TIME INTEGRATION AND OUTPUT PARAMETERS
CARD
NO.
1
2
3
FORMAT PARAMETER
F10.2 DELT
F102 TMAX
3F10.0 PERI
PRT1
PRT2
UN
hr
hr
hr
hr
hr
REMARKS
Time step for integration*
Maximum simulation time
Pivot point for printout
interval
Printout interval before the
pivot point
Printout interval after the
pivot point
* can be supplied by either the hydro file or user created file.
-------
TABLE 11. TRANSPORT MODEL GROUP VI DATA
PRESSURE DISTRIBUTION: INITIAL, TIME VARIABLE, AND OR
STEADY STATE
CARD
NO.
1
FORMAT
20A4
PARAMETER
EFMT
UNITS
2 to NPF
EFMT
PRES(I.J)
cm of
en
o
NPF + 1
12
I STATE
(NPF + 1) +
I STATE to
NPTMSTATE
EFMFT
(NPT*ISTATE) + 1 12
PRES(I.J)
ISTATE
cm of
REMARKS
Format for the pressure
distribution
NOTE: Input data format must
include opening and closing
parentheses
Pressure distribution at each
grid point (I,J)
NOTE: For the grid points
1 = 1, NROW.
J = 1, NCOL
The data is entered by
columns**
Steady state criteria of the
presure distribution file
NOTE: If IFLAGS = 0 then
ISTATE = 0; -
If IFLAGS = 1 and
ISTATE = 1 the pressure is
still unsteady.
ISTATE = 0 the pressure is
assumed steady from this
time on and read no more
data**
Pressure distribution for
each time step = DELT
until ISTATE = 0**
Steady state criteria
**
can be supplied by either the hydro file or user created file.
-------
SECTION VI
Aldicarb Migration on Long Island
Field Site Description
The field site is located in the vicinity of Cutchoque, Long Island,
New York. The field site is approximately rectangular in shape as shown
in Figure 4. The surface contours are presented in Figure 5. Aldicarb
was applied over the field during 1977, 1978, and 1979. On December 27,
1979, the soil profile was sampled from the surface to the water table
to examine the residual amounts of Aldicarb at different locations.
Core samples also provided a knowledge of soil texture and hydraulic
properties of the site. The locations of the soil cores are summarized
in Table 12. Composition profiles for two sampling sites are presented
in Table 13.
Water sampling well clusters were installed at several locations to
observe water quality. Each well cluster consisted of three to five
wells ranging in depth from 1-2 feet to 19-20 feet below the water
table. Water samples were collected from these wells in December, 1979,
and May, 1980, to determine the concentrations of Aldicarb and its
degradation products in the ground-water.
Preparation of Input Data for the Hydraulic Model
The actual elevation and slope of the water table beneath the field
site can be obtained by subtraction of the depth of the saturated water
zone beneath the surface from the surface elevation.
51
-------
ORCHARD
N.W. \358'
WICKHAM
CREIEK
POTATOES
-,i->--.: WETLANDS
WETLANDS
O - OBSERVATION WELLS
A-F - SOIL CORE SITES
WATER FLOW GENERALLY FROM
SITE(1) TO SITE(8) (THROUGH POINTS
2. 4. AND 7)
Figure 4. Field Dimension and Sampling Wells, Soil Cores
52
-------
01
CO
8
NEW SUFFOLK ROAD
Figure 5. Surface Contour Map
-------
TABLE 12
CODE FOR LABELING OF SOIL SAMPLES TAKEN FROM A POTATO
FIELD IN CUTCHOGUE, N. Y., DECEMBER 27, 1979
Surface-3 in
6 in
1 ft
1.5 ft
2 ft
2.5 ft
3 ft
3.5 ft
4 ft
4.5 ft
5 ft
5.5 ft
6 ft
6.5 ft
7 ft
7.5 ft
8 ft
8.5 ft
9 ft
9.5 ft
SW CORNER
A12
All
A10
A9
A8
A7
A6
A5
A4
A3
A2
Al
NE CORNER
Bl
B2
B3
84
B5
B6
B7
B8
B9
BIO
Bll
B12
B13
B14
B15
NW CORNER
C12
Cll
CIO
C9
C8
C7
C6
C5
C4
C3
C2
Cl
CENTER
D14
D13
D12
Dll
D10
D9
D8
07
D6
D5
D4
03
D2
01
CONTROL
El
E2
E3
E4
E5
E6
E7
E8
E9
E10
Ell
E12
E13
E14
E15
E16
E17
E18
E19
E20
SE CORNER
F16
F15
F14
F13
F12
Fll
F10
F9
F8
F7
F6
F5
F4
F3
F2
Fl
54
-------
TABLE 13
SOIL COMPOSITIONS OF SOIL CORES COLLECTED FROM
WICKHAM FARM, LONG ISLAND
Sample
Code
Bl
82
83
84
85
86
87
B8
B9
BIO
Bll
B12
813
814
815
816
Fl
F2
F3
F4
F5
F6
F7
F8
F9
F10
Fll
F12
F13
F14
F15
F16
Gravel
(3" to #4
Sieve) %
0.4
0.4
3.2
7.3
4.5
6.6
6.6
10.8
21.3
6.2
0.6
8.2
4.2
9.7
6.1
8.4
7.1
0.6
0.8
2.3
2.7
3.2
3.8
4.4
12.0
14.0
8.4
17.0
Sand Silt
(#4 Sieve (0.0074 mm to."
to 0.074 m)% 0.005 m)%
69.1
68.1
73.7
64.5
94.8
92.0
91.8
88.1
62.0
24.3
33.9
74.2
91.6
89.6
93.2
90.3
90.6
98.0
97.9
96.5
95.3
95.7
93.7
92.6
85.8
82.8
82.0
64.4
51.7
37.6
41.1
40.4
25.0
24.2
15.9
4.0
0.7
1.4
1.6
1.1
14.2
50.0
56.6
15.3
3.1
0.7
0.7
1.3
2.3
1.4
1.3
0.3
1.3
1.0
2.5
1.4
0.5
1.8
6.0
15.0
34.5
46.1
43.9
46.4
Clay
(less than
0.005 mm)% Texture
5.5
7.3
7.2
4.2
0
0
0
0
2.5
9.5
8.9
2.3
1.1
0
0
0
0
0
0
0.9
0.7
0.1
0
1.6
1.7
1.4
3.6
3.6
13.8
16.3
15.0
13.2
loamy sand
loamy sand
loamy sand
sand
sand
sand
sand
sand
sand
sandy loam
sandy loam
sand
sand
sand
sand
sand
sand
sand
sand
sand
• sand
sand
sand
sand
sand
sand
sand
sand
silt loam
silt loam
silt loam
s^'lt loam
55
-------
From the hydraulic data collected in the field, the ground-water
movement is essentially from northwest to southeast. The two-
dimensional hydraulic model can be used to approximate the flow
conditions in the field for a vertical cross-section along line SS' in
Figure 4. The line SS1 passes through the well clusters of Oj, 02, 0^,
07, and Og from northwest to southeast in the field site, respectively.
The hydraulic model will be used to simulate the unsaturated zone
and the upper portion of the saturated zone, simultaneously.
Geometry and Nodal Coordinates (Group I Input Data)
Figure 9 shows the finite element mesh configuration of the cross-
section along line SS1 in Figure 4. The elements are formed by twelve
vertical lines and nineteen horizontal lines. The horizontal dimension
of the field extends from S to S1 as shown in both Figures 4 and 6. The
shaded 10m wide portions on each side of the field in Figure 6 are
boundary fringes attached to the field mesh to incorporate Dirichlet
boundary conditions in the saturated zone on the vertical boundaries.
The actual thickness of the aquifer is over 100 feet. For the practical
purpose of computation, an impervious boundary is assumed at a depth of
38.71 meters. A further downshift of this boundary causes little effect
on the flow field. The elements are considerably smaller in the
unsaturated region where the pressure changes more rapidly during a
recharge period. The elements gradually take on larger dimensions
toward the bottom of the problem domain. The global coordinates of
every nodal point are required in the input and are listed in Appendix
D. The nodes are numbered sequentially from top to bottom on a single
column, and from the left column to the right column as shown by the
56
-------
NORTH
SOUTH
10m
z
O
o
UJ
cc
Q
UJ
CO
16
18
00
00
SOIL PROPERTIES
CHARACTERIZED BY
N. E. SOIL CORE
SOIL PROPERTIES
CHARACTERIZED BY
S. E. SOIL CORE
Figure 6. Finite Element Meshes
57
-------
small case numerals in Figure 9. The slope of the surface is calculated
from the surface contour in Figure 8 and approximated by linearization.
Soil Properties (Group II Input Data)
The soil composition and texture from soil cores at sampling sites
B and F (Table 12) are used in conjunction with Table 1 to characterize
the hydraulic parameters at each node. The saturated conductivity and
moisture retention parameters are listed in Appendix D.
Boundary and Initial Conditions (Group III Input Data)
Information about ground-water divides is not available; two
fringes, each 10 meters wide, are attached to the finite element mesh
configuration (Figure 6) to eliminate the need to establish the exact
location of ground-water divides. Constant head (Dirichlet boundary)
conditions are imposed on the saturated portion of the vertical
boundaries of the problem domain. Further movement of these boundaries
away from the site has little effect on the computational results.
Constant pressure heads are selected in the hydraulic model by setting
IFLAGL = -1 and IFLAGR = -1 (Table 4).
The surface water flux can be estimated from the water balance
equation
L + Pr = ET + Wp + r (73)
Pr is the precipitation, L is any water loading other than
precipitation, ET is the evapotranspiration, Wp is the recharge water
flux, and r is the runoff rate. The present example, assumes L = 0 and
58
-------
r = 0. The recharge rate Wp is calculated from a knowledge of Pp and
ET. Table 14 lists the climatic data recorded at Greenport Powerhouse
Gauging Station, Long Island. This station is the only gauging station
close to the study field, and the recorded data are the best available
approximation to the actual conditions in the field. The
evapotranspiration rate can be estimated form the pan evaporation rate
as
ET = K Cet
where E an is the pan evaporation, K is a crop coefficient, and Cet is
the coefficient for the type of pan involved. In the present
calculation, K is taken to be 0.65 for potatoes grown on the field. An
average value of Cet = 0.85 is assumed (Table 15). Using these values
in Equations 73 and 74, the recharge rate is estimated to be 0.00722
cm/hr, which is the average rainfall excess in the two-year period of
1978 through 1979. The input data for the number of application time
periods and rates for each period required in Table 4 will be taken as
one single application period covering the entire simulation time.
The recharge flux comes from average rainfall excess, therefore the
recharge covers the whole surface in Figure 4. Consequently, DS1 and
DS2 in Table 4 take the values of 0 cm and 47189 cm to include the
entire surface of the problem domain.
A constant recharge flux of 0.00722 crn/hr is assumed over the study
site and the simulation is carried out for the steady state flow
condition under this flux. Although initial pressure distribution
attributes little importance to the steady state results, an initially
59
-------
TABLE 14
PRECIPITATION AND EVAPORATION AT 6REENPORT
POWERHOUSE GAUGING STATION**
Year
1978
1979
Month
Jan
Feb
Mar
Apr
May
Jim
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jim
Jul
Aug
Sep
Oct
Nov
Dec
Precip
(cm)
20.9
3.6
6.7
5.4
13.5 .
3.1
16.9
26.6
7.6
8.6
7.3
15.3
33.9
11.8
6.4
11.1
14.1
4.1
1.8
10.1
9.7
9.4 .
10.2
4.9
Epan
(cm)
11.1
12.6
15.8
18.2
12.0
10.3
8.7
16.7
15.9
13.4
11.0
7.1
Wi nd
(km/mon)
3924
3446
3338
2351
2554
2349
2948
2224
2310
2799
3459
ET
(cm)
3.8*
3.8*
3.8*
6.1
6.9
8.7
10.1
6.6
5.7
4.8
3.8*
3.8*
3.5*
3.5*
3.5*
3.5*
3.5*
9.2
8.8
7.4
6.1
3.9
3.5*
3.5*
Rainfall
excess.
17.1
-0.3
2.9
-0.7
6.5
-5.6
6.8
20.0
1.9
3.5
3.5
12.3
30.4
8.3
2.8
7.6
10.6
-5.2
-7.0
2.7
3.6
5.4
6.7
1.4
** From NOAA
* Estimated
60
-------
TABLE 15
SUGGESTED VALUE FOR C RELATING EVAPORATION FROM A CLASS A PAN TO EVAPOTRANSPORATION
FROM 8-15 cm TALL, WELL WATERED GRASS TURF (Jensen, 1975)
Pan surrounded by a short
green crop
Upwind Relative
fetch of Humidity %*
Wind crop (m)
Light
< 170 km/day
Moderate
170-425 km/day
Strong
425-700 km/day
Very Strong
> 700 km/day
0
10
100
1000
0
10
100
1000
0
10
100
1000
1 0
10
100
1000
20-40
0.55
0.65
0.7
0.7
0.5
0.6
0.65
0.7
0.45
0.55
0.6
0.65
0.4
0.45
0.5
0.55
40-70
0.65
0.75
0.8
0.85
0.6
0.7
0.75
0.8
0.5
0.6
0.65
0.7
0.45
0.55
0.6
0.6
> 70
0.75
0.85
0.85
0.85
0.65
0.75
0.8
0.8
0.6
0.65
0.7
0.75
0.5
0.6
0.65
0.65
Pan surrounded by a dry
surface ground
Upwind Relative
fetch of Humidity %*
dry fallow (m)
0
10
100
1000
0
10
100
1000
0
10
100
1000
0
10
100
1000
20-40
0.7
0.6
0.55
0.5
0.65
0.55
0.5
0.45
0.6
0.5
0.45
0.4
0.5
0.45
0.4
0.3
40-70
0.8
0.7
0.65
0.6
0.75
0.65
0.6
0.55
0.65
0.55
0.5
0.45
0.6
0.5
0.45
0.4
> 70
0.85
0.8
0.75
0.7
0.8
0.7
0.65
0.6
0.7
0.65
0.6
0.55
0.65
0.55
0.5
0.45
* Mean of maximum and minimum relative humidities
-------
linear relationship from the surface to the water table will conserve
computation efforts. The initial soil moisture pressure distribution is
listed in Appendix D.
Time Integration and Output Parameters (Group IV Input Data)
The integration is carried out by using step wise TDEI. = 25 hours
and covers a period of TMAX = 5000 hours. Whenever the pressure change
of each nodal point over one time step is less than PSTED == 0.000001 cm
of water, steady state is assumed and the calculation will be
terminated.
Appendix D lists all the input data to the hydraulic model for the
simulation of the subsurface water flow of the study site. Appendix F
lists the output from this computer model.
CALCULATION OF INPUTS FOR THE TRANSPORT MODEL
The transport model, assumes that convection is the major mechanism
in pollutant migration. From the results of the steady-state pressure
distribution of the hydraulic model, the water flux and hence,
determination of the convection velocity can be estimated. The
transport model utilizes a method of characteristics and finite
difference grid configuration in the computations. The geometric
configuration of the finite element mesh in the hydraulic model can be
used for the grid point geometry of the transport model. The following
input data descriptions are prepared according to the input variables
tabulated in Section V.
62
-------
Geometry and Nodal Coordinates (Group I Input Data)
Although the finite element mesh can be redefined for the finite-
difference mesh required by the transport model, the same nodal geometry
can also be used for both models. The 10 meter wide boundary fringes in
the finite element mesh are deleted, leaving .a finite difference grid of
10 vertical lines and 19 horizontal lines. The finite difference grid
is shown in Figure 7. The nodes 'are labeled by row, i, and column, j.
The coordinates of the nodes (x,- ,-,y,- ,•) are listed in Appendix G and H.
' 9 J ' » J
Soil Properties (Group II Input Data)
The bulk density of the soils is assumed to be the average value of
1.55 gm/cm . The hydraulic conductivity, air entry level, exponent
parameter (b, equations 71 and 72), and saturated water content ratio of
every grid point can be obtained from Table 1 and from the knowledge of
the grid point coordinates in Figure 7.
Chemical Reaction and Adsorption Parameters (Group III Input Data)
Degradation of Aldicarb to sulphoxide and sulphone is the only
reaction to be considered in the present calculation. Since Aldicarb
and its oxidation products, sulphoxide and sulphone, are equally toxic,
and the transformation of Aldicarb into sulphoxide and sulphone is
extremely fast compared with the half life of the products; the
projection of the migration phemomenon will be based on the degradation
rate of sulphone and sulphoxide. The reported first order rate constant
for degradation of Aldicarb sulphone and Aldicarb sulphoxide covers a
wide range, 0.004 day'1 to 0.035 day , depending on the soil texture
and soil depth. For peaty soil, the degradation rate ranges from 0.0019
63
-------
NORTH
SOUTH
Z
o
o
UJ
QC
O
UJ
H-
CO
Z
"(1.1)
(3,1)
(5.1)
(7.1)
O
111
OC
Q
UJ
DC
D
CO
-471.89m-
(1,3) (1.5)
(1,7)
CO
CO
SOIL PROPERTIES
CHARACTERIZED BY
N. E. SOIL CORE
SOIL PROPERTIES
CHARACTERIZED BY
S. E. SOIL CORE
Figure 7. Grid Point Configuration of Transport Model
64
-------
hr"1 to 0.00029 hr"1; for sandy loam, the values are 0.00033 hr"1 to
0.00075 hr"1 (Smelt, et al., 1978a, 1978b). In this study, the
homogeneous reaction rate is used at every grid point above the water
table. A zero degradation rate is assumed at every grid point below the
water table. Minimum and maximum reaction rates of peaty sand and sandy
loam can be used in the simulation to give upper and lower limits of the
projection. The pH value required in Table 8 is used as a reference, no
pratical calculation is based on this variable in the present versions
of the transport model.
Chiou, et al. (1979) have studied the relationship between soil
water distribution coefficients and solubility. The empirical
relationship is
log G = 4.04 - 0.557 log S (75)
where G is the partition coefficient to the organic matter, and S is the
solubility in micromoles per liter.
In this calculation, the solubility is taken to be 7800 ppm. The
molecular weight of Aldicarb is 190.3, and, G is calculated as 29.564.
G can be related to the soil partition coefficient (Kd) based on the
fraction of organic matter in the soil where
_ G (% organic matter)
Kd " 100
Table 16 lists the organic matter content and corresponding partition
coefficients from sampling sites B and F.
65
-------
Boundary and Initial Conditions (Group IV Input Data)
From the results of the hydraulic model, ground-water flow is from
north to south (left to right in Figure 10). Thus, IFLA6R = 0, IFLAGB =
0, and IFLA6L = 1 in Table 9. Since there is no Aldicarb upgradient of
the problem domain, CIL(I) and CFL(I) in Table 9 are set equal to zero
for all water flux at the left-hand boundary (Figure 10).
Aldicarb was applied only to the northwestern portion of the field
site (Figure 4). Since only part of the surface shown in Figure 7 was
subjected to application, DS1 = 0.0 and DS2 = 22,500 cm in Table 9.
From 1977 to 1979, Aldicarb was applied to the study field twice a
year, once in April and once in June. Table 16 shows the date and
amount of each application. The Aldicarb concentration on the surface
is assumed to equal its solubility at 7800 ppm, hence the variable IBC in
Table 9, and CONG in Table 8 will have the values of IBC = 6 and CONC =
7800 ppm.
The duration of each applicaton can be estimated from the knowledge
of average recharge flux, solubility, and the total amount of Aldicarb
per unit area, or
AT (h \r} 10 x amount of aldicarb (kg/ha)
A ^nour' 'water flux (cm/hr) x solubility (ppm)
where AT is the duration of pesticide pulse. The starting time on April
15, 1977, is taken as time zero. The starting time and ending-time of
each application period is listed in Table 18.
All of the input data for the transport model are listed in
Appendix G; the input data if using the hydro file option, in Appendix
H; and the model output is presented in Appendix I.
66
-------
TABLE 16
PARTITION COEFFICIENT
Depth
(ft)
0"-3"
6"
1
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
7.0
7.5
Sample
code
Bl
B2
B3
B4
B5
B6
B7
B8
B9
BIO
Bll
B12
B13
814
B15
B16
NE
Organic
matter (%)
0.7
0.1
0.3
*0.1
*0.1
*0.1
0.1
0.1
0.1
0.1
0.1
*0.1
*0.1
0.2
0.1
0.1
kd
0.2069
0.0296
0.0887
0.0296
0.0296
0.0296
0.0296
0.0296
0.0296
0.0296
0.0296
0.0296
0.0296
0.0591
0.0296
0.0296
Sample
code
F16
F15
F14
F13
F12
Fll
F10
F9
F8
F7
F6
F5
F4
F3
F2
Fl
SE
Organic
matter (%)
0.3
0.4
*0.1
0.2
0.1
*0.1
0.1
*0.1
0.1
0.1
*0.1
*0.1
*0.1
*0.1
*0.1
0.3
kd
0.0887
0.1183
0.0296
0.0591
0.0296
0.0296
0.0296
0.0296
0.0296
0.0296
0.0296
0.0296
0.0296
0.0296
0.0296
0.0887
* below detectable limits
67
-------
TABLE 17
ALIDCARB APPLICATION PERIOD
Date kg/ha
April 15, 1977 2.24
June 10, 1977 1.34
April 15, 1978 2., 52
June 10, 1978 2..02
April 15, 1979 3.20
June 10, 1979 2.52
68
-------
Three groups of information are provided in the computer output.
The first group under the title "Solution Concentration" represents the
concentration of the pollutant in soil water at the time being
considered. The second group output under the title "Instantaneous
Adsorption of the Pollutant in ppm Based on Solid Phase" is the total
amount of adsorption at every grid point (i,j). The third group output
under the title "Decrease of Pollutant by Reaction in ppm of Liquid
Phase" represents the total accumulated decrement of the pollutant at
grid point (i,j) by degradation in the liquid phase, that is, the amount
represented by the second term on the right hand side in Equation 18.
The fourth group could be output under the title "Decrease of Pollutant
in the Solid Phase by XXXX in ppm", this represents the total
accumulated decrement of the pollutant at grid point (x,y) by various
chemical reactions in the solid phase. Mathematically, it is the first
term of Equation 18 corresponding to different a-.
J
Results
The models were evaluated by comparing the projections for the
transport of Aldicarb with field measurements at the site. Enfield, et
al. (1982) compared three different models with the Aldicarb data, and
performed sensitivity analysis on the degradation rate of the pesticide
Aldicarb and its oxidation products Aldicarb sulphone and Aldicarb
sulphoxide. The degradation rate assumed in this simulation wiis 0.00019
per hour, a value that is in the range of those reported by Smelt, et
al. (1978a and 1978b).
The model was evaluated for the period from April 1977, to April
1980, and compared to data collected in December 27, 1979. Figures 8
69
-------
TABLE 18
PULSE DURATION OF ALDICARB APPLICATION
Period Date Starting Time (hr) Ending Time (hr)
1 04/15/77 0.0- 0.3980
2 06/10/77 1344.0 1344.2388
3 04/15/78 8760.0 8760.4478
4 06/10/78 10104/0 10104.3528
5 04/15/79 17520.0 17520.5672
6 06/10/79 18865.0 18864.4478
70
-------
and 9 show the projections for the northeast and southeast locations at
the time step closest to the sampling period. Similar results were
obtained for degradation in the solid phase, as long as the total
degradation rate was the same. This follows from
CT = GC + PS (78)
where Cj is the total concentration (mass of solute per unit volume of
soil). Assuming instantaneous and reversible kinetics and first-order
reactions in the liquid and solid phases, the total concentration can be
expressed as
CT = GXC - p I a . Kd C (79)
J
and after grouping terms Equation 79 simplifies to
CT = - GX-pC (80)
where XT is the total degradation rate (time'1)
pkd I a.
XT = x + £— (81)
The total concentration in a mass basis rather than on a volumetric
basis is
CTn, ' T
where Cjm is the total concentration (mass of solute per gram of
71
-------
ro
SIMULATION OF ALDICARB DECEMBER 1979 (DAY 1025)
NATION LIG(JIi> PhASc. U.iJyyj& coLTf HHAoF. a.fcJ
TOTAL VOLUMETRIC CONC OF ALDICARB US/CC OF SOIL - TOTAL COHC CDATA) I
0-
D 200H
E
P
T
H
l
N
C
M
608-
r ri~r-r-r- r~i - t~r-
0.05 0.10 0.15 0.20 0.25
TOTAL ALDICARB IN PPM CNE LOCATION}
Figure 8. Simulation of Aldicarb NE location
-------
—i
CO
SIMULATION OF ALDICARB DECEMBER 1979 (DAY 1025)
DEGRADATION LIQUID HUSti d.«:.Jaiii COLTb HIH:-£ tf.0
TOTAL VOLUMETRIC CONC OF ALDICARB US/CC OF SOIL - TOTAL CONG CDATA> +
200-
D
E
P
T
H 408-
I
N
C
M
680-
800H
t-rr i i i i
TI i i i |-f-r-r-i-r-t-rT-rj"rr-i-ri-rT-i~t-prn
0.03 0.02 0.04 0.06 0.03 0.10 0.12
TOTAL ALDICARB IN PPM CSE LOCATION)
Figure 9- Simulation of Aldicarb SE location
. 14
-------
solids). Figures 10 and 11 show the projections of the same locations
but in the same units as the collected data, pg/g (Enfield, et al.
1982). Figures 12 and 13 show the final simulation with degradation and
sorption in the saturated zone. Considering the variability of the
field data and the fact that the soil profile used in the simulation
does not coincide with the actual location of the soil sampling sites or
observation wells, the model projected the behavior of Aldicarb in the
saturated and unsaturated zones reasonably well. The general behavior
was reproduced and the predicted peak concentrations were located
approximately at the depths observed in the field. The same model was
used to simulate concentrations in the saturated zone (Enfield, Carsel,
and Phan, 1981), and predicted the movement of Alidcarb away from the
site.
The application of the hydraulic and transport models to Aldicarb
migration in this example was purely predictive. No attempt was made to
adjust model parameter or otherwise calibrate the model so that the
simulated concentrations would match those observed in the field. The
concentration in the transport model is extremely sensitive to the
degradation rate, and to refine the predictive ability of the model more
accurate degradation rates, application periods, and a better estimate
of the recharge rate are required.
74
-------
SIMULATION OF ALDICARB DECEMBER 1979 (DAY 1025)
DEGRADATION LIQUID PHASE 0.69019 SOLID PHASE 0.0
TOTAL MASS CONC OF ALDICARB U6/GRAM OF SOIL - TOTAL CONC CDATA) *
0-
D 200-
E
P
T
H
400-
I
N
600-
C
M
800-
0.00 0.03 0.06 0.09 0.12 0.15
TOTAL ALDICARB IN PPM CNE LOCATION)
Figure 10. Simulation of Aldicarb mass concentration NE location
-------
CT)
SIMULATION OF ALDICARB DECEMBER 1979 (DAY 1025)
DEGRADATION LIQUID PHASE 0.08819 SOLID PHASE 0.0.
TOTAL MASS CONC OF ALDICARB UG/GRAM OF SOIL - TOTAL CONC CDATA5 •*•
0-
200-
D
E
P
T
H 400-1
I
N
C
M
600-
800H
t
C
0.00
1
T
T
1 '
T
iii
0.02 0.04 0.06 0.08 0.10
TOTAL ALDICARB IN PPM CSE LOCATION)
Figure 11. Simulation of Aldicarb mass concentration SE location
0.12
-------
—I
—I
SIMULATION OF ALDICARB DECEMBER 1979 (DAY 1025)
TOTAL DESRADATIiJi-I -.5. •.!.•>••?! .* !-••.;•; »u!;iis
TOTAL MASS CONC OF ALDICARB Uy/Wi
-------
oo
SIMULATION OF ALDICARB DECEMBER 1979 (DAY 1025)
TOTAL DEGRADATION O.tftftllO r£k iUilik
TOTAL MASS CONG OF ALDICARB US/GRAM OF SOIL - TOTAL COHC CDATA; +
200-
D
E
P
T
H
I
N
c;
M
680-
880-
0.00
-t—ft—|—i—t"i •»~t~T~i-T"t~|~r-rTTr"vi~i~Tr"
0.04 0.06 0.08
0.02
TOTAL ALDICARB IN PPM CSE LOCATION)
Figure 13. Simulation of Alidcarb mass concentration SE degradation in all nodes
i t | r~rT'i~ri ill]
0.10 0.12
-------
NOMENCLATURE
a rate of transformation in the solid phase (time"1)
C solute concentration (mass of solute per unit volume of
solution)
Cej equilibrium concentration or threshold concentration before
the reaction can proceed; this term usually equals zero for
chemical processes (mass of solute per unit volume of
solution)
H total hydraulic head
j index
k^ solid/liquid partition coefficient
K isotropic hydraulic conductivity
p estimated pressure head in element e
P pressure head
q flux (mass per unit area per unit time)
S solute concentration in soil matrix (mass of solute per unit
mass of solids)
t time
x distance normal to gravitational field
y dimension parellel to gravitational field or distance below a
reference point (usually at or near soil surface) positive is
down
r global boundary
re element boundary
ne domain of element e
$ element basis function
p bulk density of soil, mass of solids per unit volume
0 water content ratio
X rate of chemical/biological/radioactive decay of solute in the
liquid phase (time"1)
79
-------
k + 1/2
S)
n
E
ICJ]|
A
NM
FN
N
'1.1
T2,1
~JS
b
C *
Ci,j
£+1
NOMENCLATURE
(continued)
midpoint between the kth and k + 1th time steps
nondimensional local coordinate system
unit vector normal to r
total number of nodes
Boolean matrices
total number of nodes in the problem domain
element basis functions in terms of the nondimensional local
system
interpolated pressure in element e
determinant of the Jacobian matrix
coefficient matrices of N x N
coefficient matrix of N x 1
number of nodes in an element
coefficient matrices for the global finite element equation
coefficient matrix for the global finite element equation
weighting factors
linear interpolating functions
saturated hydraulic conductivity
porosity
empirical constant
air entry pressure
concentrated at location (i,j) at time step 1
concentration at location (i,j) at time step P+l
80
-------
REFERENCES
1. Weimar, Robert A. Prevent Groundwater Contamination Before It's
Too Late. Water and Wastes Engineering 17, 1980. pp. 30-33.
2. Thomas, Richard E. and Sherwood C. Reed. EPA Policy on Land
Treatment and the Clean Water Act of 1977. Journal WPCF,
52(3):452-460, 1980.
3. Feliciano, D. V. Wastewater Aerosols and Health Risks. Journal
WPCF, 51, 2573, November 1979.
4. Foess, G. W. and W. A. Ericson. Toxic Control - The Trend of the
Future. Water and Wastes Engineering 17(2):21-27, 1980.
5. Environmental Protection Agency. Criteria for Classification of
Solid Waste Disposal Facilities and Practices. Federal Register,
Vol. 44, No. 170, September 13, 1979.
6. Hillel, D. Soil and Water: Physical Principles and Processes.
Academic Press, New York, 1971.
7. Pinder, George F., Emil 0. Frind, and Stavoos S. Papadopulos.
Functional Coefficients in the Analysis of Groundwater Flows.
Water Resources Research 9(1):226-226, 1973.
8. Neuman, Shlome P. Saturated-Unsaturated Seepage by Finite
Element. Journal of the Hydraulic Division, ASCE, 99(HY12):2233-
2250, 1973.
9. Reeves, M. and J. 0. Duguid. Water Movement Through Saturated-
Unsaturated Porous Media: A Finite Element Galerkin Model. ORNL-
4927, February 1975.
10. Narasimhan, T. N., S. P. Neuman, and P. A. Witherspoon. Finite
Element Method for Subsurface Hydrology Using a Mixed Explicit -
Implicit Scheme. Water Resources Research, 14(5):863-877, 1978.
11. Hayhoe, H. N. Study of the Relative Efficiency of Finite
Difference and Galerkin Technique for Modeling Soil-Water
Transfer. Water Resources Research, 14(1):97-102, 1978.
12. Clapp, Roger B. and George M. Hornberger. Empirical Equations for
Some Soil Hydraulic Properties. Water Resources Research,
14(4):601-604, 1978.
13. Li, E. A., V. 0. Sharholtz, and E. W. Carson. Estimating Saturated
Hydraulic Conductivity and Capillary Potential at the Wetting
Front. Department of Agricultural Engineering, Virginia Polytech
Institution and State University, Blackburgh, 1976.
81
-------
14. Intera Environmental Consultants, Incorporated. Mathematical
Simulation of Aldicarb Behavior on Long Island: Unsaturated Flow
and Groundwater Transport. December 1980.
15. McClymonds, N. E. and 0. L. Franke. Water Transmitting Properties
of Aquifers on Long Island, New York, Geological Survey
Professional Paper 627-E, U. S. Government Printing Office, 1972.
16. Jensen, Marvin E., (Ed.) Consumptive Use of Water and Irrigation
Water Requirements. American Society of Civil Engineers, 1975.
pp. 63-111.
17. Smelt, Johan H., Minze Leistra, Norbert W. H. Houx, and Abraham
Dekker. Conversion Rates of Aldicarb and Its Oxidation Products in
Soils, I. Aldicarb Sulphone. Pesticide Science, 9, 1978a. pp.
279-285.
18. Smelt, Johan H., Minze Lesitra, Norbert W. H. Houx, and Abraham
Dekker. Conversion Rates of Aldicarb and Its Oxidation Products on
Soils, II. Aldicarb Sulphoxide. Pesticide Science, 9, 1978b. pp.
286-292.
19. Chiou, Carry T., Louis J. Peters, and Virgil H. Freed. A Physical
Concept of Soil-Water Equilibria for Nonionic Organic Compounds.
Science, 206, 1979. pp. 831-832.
20. Briggs, J. E. and T. N. Dixon, "Some Practical Considerations in
the Numerical Solution of Two Dimensional Reservoir Problems."
Soc. Petroleum Eng. Journal 8(2):185-194. 1968.
21. Landsrud, 0. "Simulation of Two Phase Flow by Finite Element
Methods." Paper SPE 5725. Presented at the Fourth SPE Symposium
on Numerical Simulation of Reservoir Performance. Los Angeles, CA.
1976.
*
22. Enfield, C. G., R. F. Carsel, S. Z. Cohen, T. Phan and D. M.
Walters. "Approximating Polllutant Transport to Ground Water,"
Groundwater, Vol. 20(6), pp. 711-722. 1982.
23. Enfield, C. G., R. F. Carsel, and T. Phan. "Comparison of a One-
Dimensional, Steady-State Hydraulic Model with a Two-Dimensional
Transient Hydraulic Model for Aldicarb Transport through Soil,"
Quality of Groundwater Proceedings of an International Symposium,
Noordwijkerhout, The Netherlands, March, 1981. Studies in
Environmental Science, Vol. 17, pp. 507-510.
82
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APPENDIX A
COMMENTS ON COMPUTER LISTING
83
-------
The computer code is written in an unextended version of Fortran.
The source code should compile and run under Fortran IV, Fortran 66, or
Fortran 77 with little or no modification.
System dependent statements are all in the main programs. For
example, in the hydraulic model, logical unit numbers are assigned in
lines MAIN038 through MAIN043. Only these six statements need to be
changed to reassign logical units for the entire hydraulic model.
Similar statements are used in the transport model.
The programs use dynamic allocation of common to avoid extensive
modifications of the code when changing the sizes of variable arrays.
This application of the Fortran code is system compiler dependent to
some extent. For the IBM 3081D, blank common is allocated in line
MAIN013. The size of blank common is also used in lines MAIN047.
Changing these two statements will allow problems with a larger, or
smaller number of nodes (elements) to be run. No changes are required
in the dimensions of variable arrays in any subroutines. Since the
lengths of variable arrays are dependent upon the number of rows and
columns in the finite element or finite difference mesh, the starting
locations of all variable dimension arrays are calculated in the main
program (lines MAIN089 through MAIN123) and passed through the calling
argument to subroutine HYDRO (statements MAIN154 to MAIN157.) The total
length of the blank common array Z, can be calculated in terms of the
number of rows and columns as follows:
IMAX = (NNROW * NNCOL) * (16 + (4 * (NNROW + 3)
+ [((NNCOL - 1) * (NNROW - 1)) * 148] + 1
84
-------
where NNROW and NNCOL are the number of rows and columns in the finite
element mesh, respectively.
For the transport model,
IMAX = (NROW + NCOL) * (28 + 2L) + 4 * NROW
+ 5 * NCOL + L * 3 + 44
where L = M - 1, and M is the number of reactions in the solid phase; if
M = 0 then L = 0. NROW and NCOL are the number of rows and columns in
the finite difference mesh.
On some systems the length of blank common does not need to be
specified. The blank common array can be initialized as COMMON Z(l).
If the system requires the allocation of memory as part of the job-
control-language (system "cards"), the total memory requirements can be
estimated from the size of blank common required plus the space required
by the load module.
The source code listings include one IBM system subroutine, ERRSET
(line MAIN025 in the hydraulic model and line MAIN017 in the transport
model). This routine is used to suppress underflow warnings and to
allow underflow errors to occur an undefined number of times without
terminating execution. On other systems an equivalent statement may be
required to control the system underflow trap. The statement can be
deleted if the system ignores numerical underflow.
The cross-reference trees in Appendix J should be sufficient for
describing the overall structure of the hydraulic and transport
35
-------
models. The main programs of both programs are documented internally
through the liberal use of comment statements.
86
-------
APPENDIX B
LISTING OF COMPUTER PROGRAM OF
THE HYDRAULIC MODEL
87
-------
BLOCK DATA
COMMON/DIM/ NB.NB1,IFLAGL,IFLAGR,IFLAGT,IFLAGS,ISTART
COMMON/GEOM/ NECOL,NNCOL.NNROW,NNTOT,NETOT,DS1,DS2
COMMON/LOCAL/ ANM(4,4).GNM(4,4)
COMMON/TURN/ IBC.ON(5 ) ,OFF(5),FLUX(5)
COMMQN/PARAM/ DELX,TDEL,TIME,VALUE
COMMON/REMOD/ IPARMO,IPRRES.TMAX,PRT1,PSTED
DATA NB.NB1,IFLAGL,IFLAGR,IFLAGT,IFLAGS,I START/0,0.0,0.0.0,O/
DATA NECOL,NNCOL,NNROW,NNTOT,NETOT,DS1,052/0,0,0,0,0,0.,O./
DATA ANM,GNM/16*0.0,16*0.O/
DATA IBC,ON,OFF,FLUX/0,5*0.0,5*0.0,5*0.O/
DATA DELX, TDEL,TIME,VALUE/0.0,0.0.0.0,0.0/
DATA IPARMO,IPRRES,TMAX,PRT1,PSTED/0.0,0.0,0.0,0.O/
END
BLKD001
BLKD002
BLKD003
BLKD004
BLKD005
BLKD006
BLKD007
BLKD008
BLKD009
BLKD010
BLKD011
BLKD012
BLKD013
BLKD014
BLKD015
BLKD016
88
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c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
MAIN PROGRAM
PROGRAM HYDRAULIC : VERSION 1.0
THE HYDRAULIC MODEL: HYDRO-TRANSPORT.FORT WILL SIMULATE THE
PRESSURE AND SOIL MOISTURE DISTRIBUTION IN THE PROBLEM DOMAIN
AS A FUNCTION OF SPACE AND TIME.
TOGETHER WITH THE SOIL PROPERTIES, THE PRESSURE DISTRIBUTION,
CAN BE USED TO PROVIDE INFORMATION ON THE WATER CONTENT RATIO,
THE VOLUMETRIC WATER FLUX, AND THE INTERSTITIAL WATER FLOW.
COMMON Z(60000)
COMMON/DIM/ NB.NB1,IFLAGL,IFLAGR,IFLAGT,I FLAGS.ISTART
COMMON/GEOM/ NECOL,NNCOL,NNROW,NNTOT,NETOT,DS1.DS2
COMMON/REMOD/ IPARMO,IPRRES.TMAX,PRT1.PSTED
COMMON/MISC/TITLE(20),AFMT(20),BFMT(20),NI,NO,NT,NIR,NOR,NSS
IBM 370 SYSTEM SUBROUTINE TO SUPPRESS UNDERFLOW WARNINGS
IF USING A NON IBM SYSTEM SUBSTITUTE THIS SUBROUTINE FOR THE ONE
IN YOUR SYSTEM IF AVAILABLE, OR DELETE THE CALL
CALL ERRSET(207,260,-1,1,0,208)
SETUP INPUT OUTPUT LOGICAL UNITS
NI -INPUT UNIT FOR READ DATA FILE
NO -OUTPUT UNIT NUMBER FOR HARDCOPY
NT -OUTPUT UNIT NUMBER FOR BINARY FILE FOR TRANSPORT
NIR-INPUT UNIT NUMBER TO READ BINARY FILE FOR RESTART RUN
NOR-OUTPUT UNIT NUMBER FOR BINARY FILE STORAGE FOR FUTURE RUN
NSS-OUTPUT UNIT NUMBER FOR FORMATED FILE WITH THE FINAL PRESSURE
C
C
C
NI = 5
NO = 6
NT = 36
NIR = 45
NOR = 46
NSS = 56
INITIALIZE NON-LABELLED COMMON
12= 60000
DO 90 I = 1.IZ
Z(I)=0.0
90 CONTINUE
WRITE(NO,100)
100 FORMAT(1H1,////,12X,'HYDRAULIC AND POLLUTANT EVALUATION MODEL
1 ,/, 18X, 'HYDRAULIC PROGRAM : VERSION 1.O')
READ AND PRINT PROBLEM TITLE
READCNI,120)(TITLE(I),1=1,20)
120 FORMAT(20A4)
WRITE(NO.125)(TITLE(I),I=1,20)
125 FORMAT(///,6X,20A4)
READ GEOMETRY PARAMETERS
READ(NI,2) NNROW,NNCOL
2 FORMAT(2I5)
READ ALL THE OPTIONS
READ(NI,130) IFLAGT, IFLAGS, ISTART,IPARMO,IPRRES
MAIN001
MAIN002
MAIN003
MAIN004
MAIN005
MAIN006
MAIN007
MAIN008
MAIN009
MAIN010
MAINO11
MAIN012
MAIN013
MAIN014
MAIN015
MAIN016
MAIN017
MAIN018
MAIN019
MAIN020
MAIN021
MAIN022
MAIN023
MAIN024
MAIN025
MAIN026
MAIN027
MAIN028
MAIN029
MAIN030
MAIN031
MAIN032
MAIN033
MAIN034
MAIN035
MAIN036
MAIN037
MAIN038
MAIN039
MAINO4O
MAIN041
MAIN042
MAIN043
MAIN044
MAIN045
MAIN046
MAIN047
MAIN048
MAIN049
MAIN050
MAIN051
MAIN052
MAIN053
MAIN054
MAIN055
MAIN056
MAIN057
MAIN058
MAIN059
MAIN060
MAIN061
MAIN062
MAIN063
MAIN064
MAIN065
MAIN066
MAIN067
MAIN068
MAIN069
MAIN070
89
-------
130 FORMAT(5I2)
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CALCULATION OF PARAMETERS FOR FINITE ELEMENT CONFIGURATION
AND SIZES OF VARIABLE-DIMENSIONED ARRAYS
NB = NNROW + 2
NB1 = NB +1
NECOL = NNROW - 1
NEROW = NNCOL - 1
NETOT = NECOL » NEROW
NNTOT = NNCOL * NNROW
MAX1 = NNTOT
MAX2 = NB1
MAX3 = NETOT
C
C
C
C
C
C
CALCULATE STARTING LOCA'
IBPARA
ICONDS
IF
IPENTR
IPRES
IRATIO
IST1
IST2
IST3
IST4
IX
IY
IYN
IYN1
IYN2
IYN3
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
1
IBPARA
ICONDS
IF
IPENTR
IPRES
IRATIO
IST1
IST2
IST3
IST4
IX
IY
IYN
IYN1
IYN2
TWO-DIMENSIONAL
+ NNTOT
+ NNTOT
+ NNTOT
+ NNTOT
+ NNTOT
+ NNTOT
+ NNTOT
+ NNTOT
+ NNTOT
+ NNTOT
+ NNTOT
+ NNTOT
+ NNTOT
+ NNTOT
+ NNTOT
ARRAYS
ICOEF = IYN3 -i- NNTOT
ICOEF1 = ICOEF + NNTOT * NB1
INTAB = ICOEF1 + NNTOT * NB 1
THREE-DIMENSIONAL ARRAYS
ICRNM = INTAB + NETOT*4
FOUR-DIMENSIONAL ARRAYS
IBRNM
IGRNM
= ICRNM
= IBRNM
+ NETOT
+ NETOT
16
64
DOUBLE PRECISION ARRAY IN SUBROUTINE SYM
IA = IGRNM + NETOT * 64
MAXIMUM LENGTH OF BLANK COMMON ARRAY Z
IMAX
= IA
NNTOT * NB1 * 2
PRINT GEOMETRY PARAMETERS
WRITE(NO,111) NNROW,NNCOL,NETOT,NNTOT,NB
111 FORMAT(1H0.5X.'NUMBER OF ROWS =',I5,/,6X,
1 'NUMBER OF COLUMNS =',15,/,6X.'NUMBER OF ',
2 'ELEMENTS = ' , 15,/,6X, ' THE NUMBER OF NODES =',
3 15,/,6X,'SEMI-BAND WIDTH ='.I5)
WRITE(NO,15O) IFLAGT,I FLAGS,I START,IPARMO,IPRRES
150 FORMAT(///,6X,'TRANSPORT INPUT FILE OPTION',14X,' =',I5,//,6X,
1 'STEADY STATE PRESSURE DISTRIBUTION OPTION =',I5,//,6X,
2 'RESTART PROGRAM OPTION =',I5,//,6X,
3 'PARAMETERS MODIFICATION OPTION =',I5,//,6X,
MAIN071
MAIN072
MAIN073
MAIN074
MAIN075
MAIN076
MAIN077
MAIN078
MAIN079
MAIN080
MAIN081
MAIN082
MAIN083
MAIN084
MAIN085
MAIN086
MAIN087
MAIN088
MAIN089
MAINO9O
MAIN091
MAIN092
MAIN093
MAIN094
MAINO95
MAIN096
MAIN097
MAIN098
MAIN099
MAIN100
MAIN101
MAIN102
MAIN103
MAIN1O4
MAIN105
MAIN106
MAIN107
MAIN108
MAIN109
MAIN110
MAIN111
MAIN112
MAIN113
MAIN114
MAIN115
MAIN116
MAIN117
MAIN118
MAIN1 19
MAIN120
MAIN121
MAIN122
MAIN123
MAIN124
MAIN125
MAIN126
MAIN127
MAIN128
MAIN129
MAIN130
MAIN131
MAIN132
MAIN133
MAIN134
MAIN135
MAIN136
MAIN137
MAIN138
MAIN139
MAIN140
90
-------
c
c
c
c
4 'ECHO RESTART DATA OPTION
PRINT SPACE ALLOCATION AND REQUIREMENTS
,15)
C
C
C
C
WRITE (NO,155) IZ.IMAX
155 FORMAT(///,6X,'SPACE ALLOCATED IN BLANK COMMON ARRAY Z
1 16,/,6X,'SPACE REQUIRED (IMAX)',19X,' = '.16)
IF(IMAX.GT.IZ) GO TO 10
TRANSFER CONTROL TO SUBOUTINE HYDRO
CALL HYDRO (MAX 1.MAX2,MAX3,Z(IBPARA),Z(ICONDS).Z(IF),
1 Z(IPENTR),Z(IPRES),Z(I RATIO),Z(IST1),2(IST2),Z(IST3).Z(IST4) ,
2 Z(IX).Z(IY).Z(IYN).Z(IYN1),Z(IYN2),Z(IYN3),Z(ICOEF),Z(ICOEF1),
3 Z(INTAB),Z(ICRNM),Z(IBRNM),Z(IGRNM),Z(IA))
PROGRAM STOPS IF COMMON REQUIREMENT EXCEEDS
SPACE ALLOCATED
10 WRITE (6, 15) IZ.IMAX
15 FORMAT(1H1,///,6X,'*»* PROGRAM TERMINATED ***',////,6X,70('*'),
1 6X,'» COMMON REQUIREMENT EXCEEDS SPACE ALLOCATED IN BLANK',
2 ' COMMON ARRAY Z *',/,6X,70('"").///,6X,'SPACE ALLOCATED =
3 /,6X,'SPACE REQUIRED = ',16)
STOP
END
MAIN141
MAIN142
MAIN143
MAIN144
MAIN145
MAIN146
MAIN147
MAIN148
MAIN149
MAIN150
MAIN151
MAIN152
MAIN153
MAIN154
MAIN155
MAIN156
MAIN157
MAIN158
MAIN159
MAIN160
MAIN161
MAIN162
MAIN163
MAIN164
MAIN165
MAIN166
MAIN167
MAIN168
MAIN169
91
-------
w .
c
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c
c
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r*
c
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c
c
c
SUBROUTINE HYDRO ( MAX 1 , MAX2 , MAX3 , BPARA , CONDS , F , PENTR , PRES ,
1 RATIO.ST1 , ST2,ST3,5T4,X,Y,YN, YN1 , YN2 , YN3 , COEF . COEF 1 ,NTAB,
2 CRNM.BRNM.GRNM, A)
DOUBLE PRECISION A(MAX1,MAX2)
DIMENSION BPARA ( MAX 1 ) , CONDS ( MAX 1 ) . F(MAX1 ) , PENTR ( MAX 1 ) . PRES (MAX 1 ) .
1 RATIO(MAX1 ),ST1(MAX1 ),ST2(MAX1) ,ST3(MAX1 ),ST4(MAX1 ),X(MAX1),
2 Y(MAX1 ),YN(MAX1) , YN1 ( MAX 1 ) , YN2(MAX 1 ) ,YN3(MAX1 ), COEF ( MAX 1 ,MAX2),
3 COEF 1( MAX 1 ,MAX2),NTAB(MAX3.4) , CRNM(MAX3 . 4 , 4 ) , BRNM(MAX3 , 4 , 4 , 4 ) .
4 GRNM(MAX3,4,4,4)
COMMON/DIM/ NB.NB1 , IFLAGL , IFLAGR , IFLAGT , I FLAGS , I START
COMMON/GEOM/ NECOL . NNCOL , NNROW , NNTOT , NETOT , DS 1 , DS2
COMMON/LOCAL/ ANM(4 , 4 ) , GNM( 4 , 4 )
COMMON/TURN/ IBC , ON( 5 ) , OFF ( 5 ) , FLUX ( 5 )
COMMON/PARAM/ DELX . TDEL , TIME , VALUE
COMMON/REMOD/ IPARMO, IPRRES , TMAX , PRT1 ,PSTED
COMMON/MISC/TITLE(20) , AFMT(20) ,BFMT(20) ,NI , NO , NT , NIR , NOR , NSS
CHECK FOR RESTART OPTION
IF(ISTART.EO.O) CALL RESTAR( MAX 1 , MAX2 , MAX3 . BPARA , CONDS ,
1 F, PENTR, PRES, RAT I 0 , ST 1 , ST2 , ST3 , ST4 , X , Y , YN , YN1 .YN2.YN3,
2 COEF.COEF1 , NTAB . CRNM . BRNM, GRNM, A )
IF(ISTART.EO.O) GO TO 444
READ INPUT FORMAT FOR NODES IN (X,Y) PAIRS
READ(NI .400)(AFMT(I) , 1=1 ,20)
400 FORMAT (20A4)
READ GLOBAL COORDINATES OF ALL NODES IN (X,Y) PAIRS
READCNI ,AFMT)(X(I) . Y(I ),I=1 , NNTOT)
PRINT GLOBAL COORDINATES OF ALL NODES IN (X,Y) PAIRS
WRITE(N0.300)
300 FORMAT( 1H1 .////, 6X. 'GLOBAL COORDINATES OF NODES, (X.Y)',
1 ' (ALL UNITS IN CM)' )
DO 7 1=1, NNROW
DO 8 0=1 , NNCOL
K=I+(d-1)*NNROW
NTAB(d, 1) = K
ST1(d)=X(K)
8 ST2(J)=Y(K)
WRITE(NO,9)I , (NTAB(d, 1 ),ST1( J) ,ST2(J).d=1 , NNCOL)
9 FORMAT( 1H0.3X, 'ROW ',13,
1 /,(1X,4(3X,I4,1X,
2 ' ( ' ,E9.4, ' , ' . 1X.E9.4, ' ) ' )) )
7 CONTINUE
READ AND PRINT SATURATED CONDUCTIVITY, AIR ENTRY LEVEL,
PARAMETER OF EON 20 AND 21, AND SATURATED WATER
CONTENT RATIO AT ALL GLOBAL NODES
WRITE(NO,320)
320 FORMAT( 1H1 ,////, 6X, 'HYDRAULIC CONDUCTIVITY AND MOISTURE RETENTION'
1 , ' PARAMETERS',//.
1 3X, 'NODE' ,8X, 'CONDS' ,8X, 'PENTR' , 8X , 'BPARA' , 8X , 'RATIO' ,/,
2 15X, 'CM/HR' ,7X, 'CM H20' ,/)
DO 450 1=1 , NNTOT
READ(NI ,330) CONDS(I) .PENTR (I ) , BPARA (I ) ,RATIO(I)
330 FORMAT(4F10.0)
WRITE (NO, 3 10) I ,CONDS(I),PENTR(I) , BPARA ( I ), RATIO (I )
310 FORMAT(3X.I5,4(3X,F10.4))
450 CONTINUE
READ AND PRINT CONTROL FLAG FOR BOUNDARY CONDITION AT
HYDR002
HYDR003
HYDR004
HYDR005
HYDR006
HYDR007
HYDR008
HYDR009
HYDR010
HYDR011
HYDR012
HYDR013
HYDR014
HYDR015
HYDR016
HYDRO 17
HYDR018
HYDR019
HYDR020
HYDR021
HYDR022
HYDR023
HYDR024
HYDR025
HYDR026
HYDR027
HYDR028
HYDR029
HYDR030
HYDROS 1
HYDR032
HYDR033
HYDR034
HYDR035
HYDR036
HYDROS?
HYDR038
HYDR039
HYDR040
HYDR041
HYDR042
HYDR043
HYDR044
HYDR045
HYDR046
HYDR047
HYDR048
HYDR049
HYDR050
HYDROS 1
HYDR052
HYDR053
HYDR054
HYDR055
HYDR056
HYDROS?
HYDR058
HYDR059
HYDR060
HYDROS 1
HYDR062
HYDR063
HYDR064
HYDR065
HYDR066
HYDR067
HYDR068
HYDR069
HYDR070
92
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c
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c
c
c
LEFT AND RIGHT SIDE BOUNDARY BELOW WATER TABLE
READ(NI,2) IFLAGL.IFLAGR
WRITE(NO,380) IFLAGL.IFLAGR
380 FORMAT(1H1,////,6X,'CONTROL FLAG FOR BOUNDARY CONDITION'./,
1 6X,'IFLAGL= ' .I3.3X, 'IFLAGR= ',13)
READ AND PRINT BOUNDARY CONDITIONS
READ(NI,330) DS1.DS2
WRITE(NO,350) DS1.DS2
350 FORMAT(1H0.5X.'BOUNDARY CONDITIONS',/.6X,'DS1=
1 F10.4.3X.'DS2= '.F10.4)
READ AND PRINT NUMBER OF APPLICATIONS OF
WATER FLUX TO STUDY FIELD
READ(NI,2) IBC
2 FORMAT(5I5)
WRITE(N0.360) IBC
360 FORMAT(1H0.5X,'NUMBER OF APPLICATIONS OF WATER FLUX TO'
1 ,' STUDY FIELD',/,6X,'IBC = ',I5,//,6X,
2 'APPLICATION PERIOD',3X,'TURN ON TIME'.3X,'TURN OFF TIME',
3 3X.'WATER FLUX'./)
READ AND PRINT TURN ON TIME, TURN OFF TIME. AND MAGNITUDE OF
WATER FLUX FOR EACH APPLICATION PERIOD
DO 375 I = 1,IBC
READ(NI,330) ON(I),OFF(I),FLUX(I)
WRITE(NO.370) I.ON(I),OFF(I ) ,FLUX(I )
37O FORMAT(13X,I5,10X,F10.2,4X,F10.2,4X,F10.6)
375 CONTINUE
READ INPUT FORMAT FOR PRESSURE DISTRIBUTION
READ(NI,400)(BFMT(I),1=1,20)
READ INITIAL CONDITION FOR SOIL WATER PRESSURE
READ(NI,BFMT)(PRES(I),1=1,NNTOT)
READ AND PRINT PARAMETERS FOR INTEGRATION AND OUTPUT
READ(NI.330) TDEL,TMAX,PRT 1 .PSTED
WRITE(NO,390) TDEL,TMAX,PRT 1 ,PSTED
39O FORMAT(1H0.5X,'PARAMETERS FOR INTEGRATION AND OUTPUT',/,
1 6X,'TIME STEP FOR INTEGRATION:',9X,' TDEL = ',F12.2.1X,'HR'./,
2 6X, 'MAXIMUM TIME PERIOD FOR SIMULATION: TMAX = ' ,F 12.2, 1X , ' HR'
3 /,6X, 'PRINTOUT INTERVAL:', 17X,' PRT1
4 SX,'STEADY ASSUMPTION:',17X,' PSTED =
= ',F12.2. 1X. 'HR',/.
',E12.4,1X,'CM OF WATER')
C
C
C
C
CALL THE SUBROUTINE OUTFIL TO CREATE AN OUTPUT FILE FOR TRANSPORT
IF(IFLAGT.EO.O)
1CALL OUTFIL(MAX1,MAX2,MAX3,BPARA,CONDS,F,PENTR,PRES,
2 RATIO.ST1,ST2,ST3,ST4.X.Y,YN.YN1,YN2,YN3.COEF,COEF1 ,
3 NTAB,CRNM,BRNM,GRNM,PRT1 )
CALL SUBROUTINE INTEG TO PERFORM INTEGRATION ON EVERY ELEMENT
DO 811 1=1.NETOT
DO 811 J=1 .4
811 NTAB(I,J)=ITAB(I,J.NECOL.NNROW)
CALL INTEG(MAX 1.MAX2.MAX3.BPARA.CONDS,F.PENTR,PRES,
1 RATIO.ST1,ST2.ST3,ST4,X,Y.YN,YN1,YN2,YN3,COEF,COEF 1 ,
2 NTAB.CRNM.BRNM.GRNM)
HYDR071
HYDR072
HYDR073
HYDR074
HYDR075
HYDR076
HYDR077
HYDR078
HYDR079
HYDR080
HYDROS 1
HYDR082
HYDR083
HYDR084
HYDR085
HYDR086
HYDR087
HYDR088
HYDR089
HYDR09O
HYDR091
HYDR092
HYDR093
HYDR094
HYDR095
HYDR096
HYDR097
HYDR098
HYDR099
HYDR100
HYDR101
HYDR102
HYDR1O3
HYDR104
HYDR105
HYDR106
HYDR107
HYDR1O8
HYDR109
HYDR1 10
HYDR111
HYDR1 12
HYDR1 13
HYDR1 14
HYDR1 15
HYDR1 16
HYDR117
HYDR118
HYDR1 19
HYDR120
HYDR121
HYDR122
HYDR123
HYDR124
HYDR125
HYDR126
HYDR127
HYDR128
HYDR129
HYDR130
HYDR131
HYDR132
HYDR133
HYDR134
HYDR135
HYDR136
HYDR137
HYDR138
HYDR139
HYDR14O
93
-------
c
c
c
c
PRINT INITIAL CONDITIONS FOR SOIL WATER PRESSURE
TIME=0.0
NPBF = 1
WRITE(NO,701) TIME
701 FORMAT(1H1,////,' SOIL WATER PRESSURE AT TIME = ',
1E12.4, ' HOUR')
CALL OUTPR(MAX1,MAX2,MAX3,BPARA,CONDS.F,PENTR,PRES.
1 RATIO.ST1,ST2,ST3,ST4,X,Y,YN,YN1.YN2,YN3,COEF,
2 COEF1,NTAB,CRNM,BRNM,GRNM,NPBF)
PRT=PRT1
OBTAIN NECESSARY STARTING VALUES BY FOURTH ORDER RUNGE
KUTTA METHOD
DO 110 1=1.NNTOT
110 YN(I)=PRES(I)
TDEL=0.1*TDEL
NPBF = 0
DO 123 K1=1,4
DO 22 K=1 ,10
CALL START(MAX 1,MAX2,MAX3,BPARA,CONDS,F,PENTR,PRES,
1 RATIO.ST1,ST2,ST3,ST4,X,Y,YN,YN1,YN2,YN3,COEF,COEF1,
2 NTAB.CRNM.BRNM.GRNM,A)
DO 321 1=1,NNTOT
ST1(I)=COEF(I,NB1)
321 PRES(I)=YN(I)-(-0.5*ST1(I)
TIME=TIME+0.5"TDEL
CALL START(MAX 1,MAX2,MAX3,BPARA,CONDS,F,PENTR,PRES.
1 RATIO.ST1,ST2,ST3,ST4,X,Y,YN,YN1,YN2,YN3,COEF,COEF1,
2 NTAB.CRNM.BRNM.GRNM,A)
DO 322 1=1,NNTOT
ST2(I)=COEF(I,NB1)
322 PRES(I)=YN(I)+0.5*ST2(I)
CALL START(MAX 1,MAX2,MAX3,BPARA,CONDS,F,PENTR,PRES,
1 RATIO.ST1,ST2,ST3,ST4,X,Y,YN.YN1,YN2,YN3.COEF,COEF1,
2 NTAB.CRNM.BRNM.GRNM.A)
DC 21 1=1,NNTOT
ST3(I )=COEF(I.NB1)
21 PRES(I)=YN(I)+ST3(I)
TIME=TIME+0.5*TDEL
CALL START(MAX 1.MAX2,MAX3,BPARA,CONDS,F.PENTR.PRES,
1 RATIO.ST1,ST2,ST3.ST4,X,Y,YN,YN1,YN2,YN3.COEF,COEF1.
2 NTAB.CRNM.BRNM.GRNM.A)
DO 821 1=1.NNTOT
ST4(I)=COEF(I,NB1 )
PRES(I)=YN(I)+(1./6.)*(ST1(I)+2.*ST2(I)+2.*
1 ST3(I)+ST4(I))
821 YN(I)=PRES(I )
22 CONTINUE
WRITE(NO,701) TIME
CALL OUTPR(MAX1,MAX2,MAX3,BPARA,CONDS.F,PENTR,PRES.
1 RATIO.ST1,ST2.ST3.ST4.X,Y,YN,YN1,YN2.YN3,COEF,COEF1,
2 NTAB.CRNM.BRNM.GRNM,NPBF)
223 GO TO (125,126,127,123),K1
125 DO 425 1=1,NNTOT
425 YN3(I)=PRES(I)
GO TO 123
126 DO 426 1 = 1 .NNTOT
426 YN2(I)=PRES(I)
GO TO 123
127 DO 427 1=1.NNTOT
427 YN1(I ) = PRES(I )
123 CONTINUE
TDEL=10.0"TDEL
IF THE RESTART OPTION IS IN EFFECT THE PROGRAM WILL CONTINUE THE
THE INTEGRATION FROM THIS STEP. THE SAVER FROM THE LAST RUN HAS
THE REQUIRED TIME STEPS SAVED SO THAT THE PREDICTOR-CORRECTOR CAN
BE STARTTED.
HYDR141
HYDR142
HYDR143
HYDR144
HYDR145
HYDR146
HYDR147
HYDR148
HYDR149
HYDR150
HYDR151
HYDR152
HYDR153
HYDR154
HYDR155
HYDR156
HYDR157
HYDR158
HYDR159
HYDR16O
HYDR161
HYDR162
HYDR163
HYDR164
HYDR165
HYDR166
HYDR167
HYDR168
HYDR169
HYDR170
HYDR171
HYDR172
HYDR173
HYDR174
HYDR175
HYDR176
HYDR177
HYDR178
HYDR179
HYDR180
HYDR181
HYDR182
HYDR183
HYDR184
HYDR185
HYDR186
HYDR187
HYDR188
HYDR189
HYDR190
HYDR191
HYDR192
HYDR193
HYDR194
HYDR195
HYDR196
HYDR197
HYDR198
HYDR199
HYDR200
HYDR201
HYDR202
HYDR203
HYDR204
HYDR205
HYDR206
HYDR207
HYDR208
HYDR2C9
HYDR210
94
-------
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
444 CONTINUE
ADJUST THE PRINTING COUNTER FOR THE RESTART RUN
IF(ISTART.EO.O) PRT = (TIME - TDEL) + PRT1
START INTEGRATION BY PREDICTOR-CORRECTOR METHOD
SECOND ORDER PREDICTOR BY CENTRAL DIFFERENCE METHOD
T1=12.0*TDEL/25.0
NPBF = 1
44 DO 140 1=1.NNTOT
140 PRES(I)=1.5*YN(I)-0.5*YN1(I)
CALL START(MAX 1,MAX2.MAX3,BPARA,CONDS,F,PENTR,PRES,
1 RATIO.ST1.ST2,ST3,ST4,X,Y.YN.YN1,YN2,YN3.COEF,COEF1,
2 NTAB.CRNM.BRNM.GRNM,A)
143 DO 141 1 = 1 .NNTOT
141 PRES(I)=YN(I)+COEF(I,NB1)
FOURTH ORDER CORRECTOR BY BACKWARD DIFFERENCE METHOD
DO 47 1=1.NNTOT
ST1(I)=(-48.0*YN(I)+36.0*YN1(I)-16.0*YN2(I)+
1 3.O*YN3(I))/25.0
PRES(I)=0.5*(PRES(I)+YN(I))
47 CONTINUE
TIME = TIME-»-TDEL
DO 243 K=1,3
DO 247 1=1.NNTOT
DO 247 J=1,NB
247 COEF(I,J)=0.0
CALL EON(MAX 1,MAX2,MAX3,BPARA,CONDS,F,PENTR.PRES,
1 RATIO.ST1,ST2,ST3,ST4,X,Y,YN,YN1,YN2,YN3,COEF,COEF1,
2 NTAB.CRNM.BRNM.GRNM)
DO 248 1=1,NNTOT
ST2(I)=COEF(I.1)»ST1(I)
DO 248 J=1,NB
248 COEF1(I.J)=COEF(I,J)
CALL DERIV(MAX 1,MAX2,MAX3,BPARA,CONDS,F,PENTR.PRES,
1 RATIO.ST1,ST2.ST3,ST4,X,Y.YN.YN1,YN2,YN3,COEF,COEF1,
2 NTAB.CRNM.BRNM.GRNM)
DO 49 1=1.NNTOT
49 COEF(I,NB1)=T1*F(I)-ST2(I)
DO 50 1=1,NNTOT
DO 151 d=1,NB
151 COEF(I.J)=(-T1)*COEF(I.J)+COEF1(I,J)
50 CONTINUE
IF(IFLAGL.GT.O.AND.IFLAGR.GT.O) GO TO 152
CALL BCCOR(MAX 1,MAX2,MAX3,BPARA,CONDS,F,PENTR,PRES,
1 RATIO.ST1,ST2.ST3.ST4.X,Y,YN.YN1.YN2,YN3,COEF.COEF1 .
2 NTAB.CRNM.BRNM.GRNM)
CALL SYM
152 CALL SYM(COEF.NB1.NNTOT.NB.A)
553 DO 46 1=1,NNTOT
46 PRES(I)=COEF(I.NB1)
IF(K.GE.3) GO TO 243
DO 242 1=1.NNTOT
ST1(I ) = (-48.0*YN(I)+36.0*YN1(I)-16.0*YN2(I ) +
1 3.0*YN3(I))/25.0
PRES(I)=0.5*(PRES(I)+YN(I))
242 CONTINUE
243 CONTINUE
EXCHANGE STEP VALUE
HYDR21 1
HYDR212
HYDR213
HYDR214
HYDR215
HYDR216
HYDR217
HYDR218
HYDR219
HYDR220
HYDR221
HYDR222
HYDR223
HYDR224
HYDR225
HYDR226
HYDR227
HYDR228
HYDR229
HYDR230
HYDR231
HYDR232
HYDR233
HYDR234
HYDR235
HYDR236
HYDR237
HYDR238
HYDR239
HYDR240
HYDR241
HYDR242
HYDR243
HYDR244
HYDR245
HYDR246
HYDR247
HYDR248
HYDR249
HYDR250
HYDR251
HYDR252
HYDR253
HYDR254
HYDR255
HYDR256
HYDR257
HYDR258
HYDR259
HYDR260
HYDR261
HYDR262
HYDR263
HYDR264
HYDR265
HYDR266
HYDR267
HYDR268
HYDR269
HYDR270
HYDR271
HYDR272
HYDR273
HYDR274
HYDR275
HYDR276
HYDR277
HYDR278
HYDR279
HYDR280
95
-------
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
DO 45 1=1 ,NNTOT
YN3(I)=YN2(I)
YN2(I)=YN1(I)
YN1(I)=YN(I )
45 YN(I)=PRES(I)
CONTROL OF OUTPUT PRINTING
IF(TIME.LE.PRT-O.OOI) GO TO 51
52 PRT=PRT+PRT1
WRITE(NO,701 ) TIME
CALL OUTPR(MAX1 , MAX2 . MAX3 , BPARA , CONDS , F , PENTR ,
1 PRES , RATI 0 , ST 1 , ST2 . ST3 , ST4 , X , Y , YN . YN 1 , YN2 . YN3 ,
2 COEF.COEF1 . NTAB , CRNM, BRNM. GRNM , NPBF )
51 IF(TIME.GT.TMAX) GO TO 56
DO 53 1=1 ,NNTOT
ST1(I)=ABS(YN(I)-YN1(I))
IF(ST1(I) .GT.PSTED) GO TO 55
53 CONTINUE
WRITE(NO,54) TIME
54 FORMAT( 1H1 ,/
2. /,6X, 'STEADY STATE ATTAINED TIME =',E12.4,' HOUR'./.
)
GO TO 57
55 GO TO 44
56 WRITE(NO,701 ) TIME
57 CALL OUTPR(MAX1 .MAX2.MAX3, BPARA. CONDS, F. PENTR,
1 PRES.RATIO.ST1 , ST2. ST3. ST4 , X , Y , YN, YN1 , YN2.YN3,
2 COEF.COEF1 , NTAB , CRNM, BRNM , GRNM , NPBF )
GO TO 58
ERROR EXIT FROM SUBROUTINE SYM
199 WRITE(NO,62)
62 FORMAT( 1HO, 'ERROR EXIT FROM SYM FOR SOLVING THE SYSTEM OF EONS')
CHECK FOR FILE OUTPUT OPTION
58 IF(IFLAGT.EQ. 1) GO TO 60
WRITE THE LAST TIME VARIABLE OR THE STEADY PRESSURE DISTRIBUTION
IF THERE ARE BOUNDARY FRINGES IN HYDRO USE NTRANS AND KTRN AS
FOLLOWS, IF NOT THEN USE 1 TO NNTOT .
IFLAGS = 0
NTRANS = NNTOT - NNROW
KTRN = NNROW •*• 1
WRITE(NT)(PRES(I), I =KTRN, NTRANS )
WRITE(NT) IFLAGS
THIS WILL CREATE A FORMATED STEADY STATE PRESSURE DISTRIBUTION
FILE OR A PRESSURE DISTRIBUTION FILE AT THE LAST TIME STEP
-
60 WRITE(NSS,BFMT)(PRES(I) , I =KTRN, NTRANS )
WRITE ALL THE VARIABLES INTO A BINARY FILE FOR RESTART
CALL SAVER(MAX1 .MAX2.MAX3, BPARA. CONDS, F .PENTR, PRES,
1 RATIO.ST1 ,ST2,ST3,ST4,X,Y,YN,YN1 , YN2 , YN3 , COEF . COEF 1 .NTAB.
2 CRNM. BRNM. GRNM, A)
HYDR281
HYDR282
HYDR283
HYDR284
HYDR285
HYDR286
HYDR287
HYDR288
HYDR289
HYDR290
HYDR291
HYDR292
HYDR293
HYDR294
HYDR295
HYDR296
HYDR297
HYDR298
HYDR299
HYDR300
HYDR301
HYDR302
HYDR3O3
HYDR3O4
HYDR305
HYDR306
HYDR307
HYDR308
HYDR309
HYDR310
HYDR31 1
HYDR312
HYDR313
HYDR314-
HYDR315
HYDR316
HYDR317
HYDR318
HYDR319
HYDR320
HYDR321
HYDR322
HYDR323
HYDR324
HYDR325
HYDR326
HYDR327
HYDR328
HYDR329
HYDR33O
HYDR331
HYDR332
HYDR333
HYDR334
HYDR335
HYDR336
HYDR337
HYDR338
HYDR339
HYDR340
HYDR341
HYDR342
HYDR343
HYDR344
HYDR345
HYDR346
HYDR347
HYDR348
HYDR349
HYDR350
96
-------
CONTINUE HYDR351
STOP HYDR352
END HYDR353
HYDR354
97
-------
C SUBROUTINE ELMT1 ELM1001
C ELM1002
SUBROUTINE ELMT1(M,MAX 1.MAX2.MAX3,BPARA,CONDS,F,PENTR,PRES, ELM1O03
1 RATIO.ST1, ST2,ST3,ST4,X,Y,YN,YN1.YN2,YN3.COEF,COEF1.NTAB.CRNM. ELM 1004
2 BRNM.GRNM) ELM 1005
DIMENSION BPARA(MAX 1).CONDS(MAX 1),F(MAX1),PENTR(MAX 1),PRES(MAX 1 ) , ELM 1006
1 RATIO(MAX 1),ST1(MAX1),ST2(MAX1),ST3(MAX1),ST4(MAX1),X(MAX1), ELM1007
2 Y(MAX1),YN(MAX1),YN1(MAX 1),YN2(MAX1),YN3(MAX1),COEF(MAX 1,MAX2), ELM 1008
3 COEF1(MAX 1,MAX2),NTAB(MAX3.4),CRNM(MAX3,4,4).BRNM(MAX3,4.4,4), ELM 1009
4 GRNM(MAX3,4,4,4) ELM1010
COMMON/LOCAL/ ANM(4.4).GNM(4.4) .. ELM1011
DIMENSION AK(4) ELM1012
DO 1 1=1,4 ELM1013
J=NTAB(M,I) ELM1014
T1=PRES(J) ELM1015
CALL STRUC(J,T1,T2,2,MAX1,MAX2,MAX3,BPARA,CONDS, ELM1016
1 F,PENTR,PRES,RATIO,ST1,ST2,ST3,ST4,X,Y,YN,YN1,YN2,YN3. ELM 1017
2 COEF,COEF1.NTAB.CRNM,BRNM.GRNM) ELM1018
AK(I)=T2 ELM1019
1 CONTINUE ELM1020
DO 3 1=1.4 ELM1021
DO 3 J=I,4 ELM1022
ANM(I,d)=0.0 ELM1023
DO 4 K=1,4 ELM1024
4 ANM(I,J)=ANM(I,J)+BRNM(M,K,I,J)*AK(K) ELM1025
ANM(J,I)=ANM(I,J) ELM1026
3 CONTINUE ELM1027
RETURN ELM1028
END ELM1029
C ELM1030
98
-------
C SUBROUTINE ELMT2
C
SUBROUTINE ELMT2(M,MAX 1,MAX2,MAX3,BPARA,CONDS,F,PENTR.PRES.
1 RATIO,ST1,ST2,ST3,ST4,X,Y,YN,YN1,YN2,YN3.COEF,COEF1.NTAB,
2 CRNM.BRNM.GRNM)
DIMENSION BPARA(MAX 1),CONDS(MAX 1),F(MAX1),PENTR(MAX 1),
1 PRES(MAX 1),RATIO(MAX 1),ST1(MAX1),ST2(MAX1),ST3(MAX1),
2 ST4(MAX1),X(MAX1),Y(MAX 1),YN(MAX1).YN1(MAX1),YN2(MAX1),
3 YN3(MAX1),COEF(MAX1,MAX2),COEF1(MAX 1,MAX2),NTAB(MAX3,4 ) ,
4 CRNM(MAX3,4.4),BRNM(MAX3,4,4,4),GRNM(MAX3,4,4,4)
DIMENSION' THETA(4)
COMMON/LOCAL/ ANM(4.4),GNM(4,4)
DO 1 1=1.4
J=NTAB(M,I)
T1=PRES(J)
CALL STRUC(J.T1,T2,1,MAX1,MAX2,MAX3,BPARA,CONDS,F,PENTR,
1 PRES.RATIO.ST1.ST2,ST3,ST4,X,Y,YN.YN1,YN2,YN3,COEF,
2 COEF1.NTAB,CRNM.BRNM.GRNM)
THETA(I)=T2
1 CONTINUE
DO 3 1=1,4
DO 3 J=I ,4
GNM(I,J)=0.0
DO 4 K=1,4
4 GNM(I,0)=GNM(I.J)+GRNM(M,K,I,J)*THETA(K)
GNM(J,I)=GNM(I,J)
3 CONTINUE
RETURN
END
ELM2001
ELM2002
ELM2003
ELM2004
ELM2005
ELM2006
ELM2007
ELM2008
ELM2009
ELM2010
ELM2011
ELM2012
ELM2013
ELM2014
ELM2015
ELM2016
ELM2017
ELM2018
ELM2019
ELM2020
ELM2021
ELM2022
ELM2023
ELM2024
ELM2025
ELM2026
ELM2027
ELM2028
ELM2029
ELM2030
99
-------
C SUBROUTINE ELMT3
C
SUBROUTINE ELMT3(MAX 1,MAX2,MAX3,BPARA,CONDS,F,PENTR,PRES,
1 RATIO.ST1,ST2,ST3,ST4,X,Y,YN,YN1,YN2,YN3,COEF,COEF1,NTAB.
2 CRNM.BRNM.GRNM)
DIMENSION BPARA(MAX 1),CONDS(MAX 1),F(MAX1),PENTR(MAX 1),
1 PRES(MAX 1),RATIO(MAX1),ST1(MAX 1),ST2(MAX1),ST3(MAX1).
2 ST4(MAX1),X(MAX1),Y(MAX1),YN(MAX1),YN1(MAX 1).YN2(MAX1),
3 YN3(MAX1).COEF(MAX 1,MAX2),COEF1(MAX 1.MAX2),NTAB(MAX3,4),
4 CRNM(MAX3,4,4),BRNM(MAX3,4,4,4),GRNM(MAX3,4,4,4)
DIMENSION AK(4)
COMMON/DIM/ NB.NB1,IFLAGL,IFLAGR,IFLAGT,I FLAGS,ISTART
COMMON/GEOM/ NECOL,NNCOL,NNROW,NNTOT,NETOT,DS1,DS2
COMMON/PARAM/ DELX,TDEL,TIME,VALUE
DO 1 1=1,NNTOT
1 F(I)=0.0
N1=NNCOL-1
T4=DS2-DS1
DO 2 1=1,N1
M1=1+(1-1)-NNROW
M2=1+I«NNROW
T1=X(M2)-X(M1)
T2=X(M2)-DS1
T3=DS2-X(M1)
T1=AMIN1(T1,T2,T3,T4)
IF(X(M1).GE.DS2) GO TO 3
IF(X(M2).LE.DS1) T1=0.0
F(M1)=F(M1)+VALUE*T1/2.0
F(M2)=F(M2)+VALUE*T1/2.0
2 CONTINUE
3 DO 14 1=1.NETOT
DO 16 IR=1,4
J=NTAB(I,IR)
T1=PRES(J)
CALL STRUC(d,T1,T2,2,MAX1,MAX2,MAX3,BPARA,CONDS,F,
1 PENTR,PRES,RAT10,ST1,ST2,ST3,ST4,X,Y,YN,YN1,YN2,YN3,
2 COEF,COEF1,NTAB,CRNM,BRNM,GRNM)
AK(IR)=T2
16 CONTINUE
DO 22 IN=1,4
d=NTAB(I,IN)
DO 24 IR=1,4
24 F( J)=F(d) + AK(IR)*CRNM(I,IR,IN)
22 CONTINUE
14 CONTINUE
RETURN
END
ELM3001
ELM3002
ELM3003
ELM3004
ELM3005
ELM3006
ELM3007
ELM3008
ELM3009
ELM3010
ELM3011
ELM3012
ELM3013
ELM3014
ELM3015
ELM3016
ELM3017
ELM3018
ELM3019
ELM302O
ELM3021
ELM3022
ELM3023
ELM3024
ELM302S
ELM3026
ELM3027
ELM3028
ELM3029
ELM303O
ELM3031
ELM3032
ELM3033
ELM3034
ELM3035
ELM3036
ELM3037
ELM3038
ELM3039
ELM3040
ELM3041
ELM3042
ELM3043
ELM3044
ELM3045
ELM3046
ELM3047
ELM3048
100
-------
C INTEGER FUNCTION ITAB001
C ITAB002
INTEGER FUNCTION ITABfI,M,NECOL,NNROW) ITAB003
GO TO (4,3,2,1), M ITAB004
1 ITAB=I+(I-1)/NECOL+1 ITAB005
GO TO 5 ITAB006
2 ITAB=I+(I-1)/NECOL+NNROW+1 ITABOC7
GO TO 5 ITABOOS
3 ITAB=I+(I-1)/NECOL+NNROW ITAB009
GO TO 5 ITAB010
4 ITAB = H-(I-1 )/NECOL ITAB01 1
5 RETURN ITAB012
END ITAB013
C ITAB014
101
-------
.SUBROUTINE SYM.
SUBROUTINE SYM(A 1,NC,NR.NB,A)
DIMENSION A1 (NR.NC),A(NR.NC)
DOUBLE PRECISION A,RATIO,T1
DO 11 I=1,NR
DO 11 0=1.NC
11 A(I,J)=DBLE(A1(I,J))
N1=NR-NB+1
DO 1 K=1,N1
IF(A(K,1).EO.0.0) GO TO 4445
DO 2 I=2,NB
RATIO=A(K,I)/A(K,1)
N2=NB+1-I
NI=K+I-1
DO 3 10=1,N2
3 A(NI,IQ)=A(NI,IQ)-A(K,IQ+I-1)"RATIO
A(NI,NC)=A(NI,NC)-A(K,NC)*RATIO
2 CONTINUE
1 CONTINUE
N1=N1+1
N3=NR-1
DO 4 K=N1,N3
NW=NR-K-M
IF(A(K.1).EO.0.0) GO TO 4447
DO 5 I=2,NW
RATIO = A(K,I )/A(K, 1)
NI=K+I-1
N4=NW-I-M
DO 6 10=1,N4
6 A(NI.IO) = A(NI,IO)-A(K,10+1- 1)"RATIO
A(NI,NC)=A(NI,NC)-A(K,NC)»RATIO
5 CONTINUE
4 CONTINUE
A(NR.NC)=A(NR,NC)/A(NR,1)
N1=NR-1
N2=NR-NB+1
DO 7 LK=N2,N1
K=N1+N2-LK
N3=NR-K+1
T1=0.0
DO 8 I=2,N3
8 T1=T1+A(K,I )*A(K+I-1,NC )
A(K,NC) = (A(K,NC)-T1)/A(K, 1 )
7 CONTINUE
N2=N2-1
DO 9 MK=1.N2
K=N2+1-MK
T1=0.0
DO 10 1=2,NB
10 T1=T1+A(K,I)*A(K+I-1,NC)
A(K,NC)=(A(K,NC)-T1)/A(K,1)
9 CONTINUE
DO 12 I=1,NR
DO 12 J=1,NC
12 A1(I.J)=SNGL(A(I,J))
RETURN
4445 WRITE(6,4446) K
4446 FORMAT(3X,13,'A(K.1) = 0.0 IN FIRST LOOP')
GO TO 4449
4447 WRITE(6,4448) K
4448 FORMAT(3X.13,'A(K,1) = 0.0 IN SECOND LOOP')
4449 STOP
END
SYM 001
SYM 002
SYM 003
SYM 004
SYM 005
SYM 006
SYM 007
SYM 008
SYM 009
SYM 010
SYM 011
SYM 012
SYM 013
SYM 014
SYM 015
SYM 016
SYM 017
SYM 018
SYM 019
SYM O20
SYM 021
SYM 022
SYM 023
SYM 024
SYM 025
SYM 026
SYM 027
SYM 028
SYM 029
SYM 030
SYM 031
SYM 032
SYM 033
SYM 034
SYM 035
SYM 036
SYM 037
SYM 038
SYM 039
SYM 040
SYM 041
SYM 042
SYM 043
SYM 044
SYM 045
SYM 046
SYM 047
SYM 048
SYM 049
SYM 050
SYM 051
SYM 052
SYM 053
SYM 054
SYM 055
SYM 056
SYM 057
SYM 058
SYM 059
SYM 060
SYM 061
SYM 062
SYM 063
SYM 064
SYM 065
102
-------
C SUBROUTINE APPLY APPL001
c APPL002
SUBROUTINE APPLY APPL003
COMMON/TURN/ IBC,ON(5),OFF(5),FLUX(5 ) APPL004
COMMON/PARAM/ DELX,TDEL,TIME.VALUE APPL005
DO 1 1=1,IBC APPL006
T1=ON(I) APPL007
T2=OFF(I) APPL008
IF(TIME.LE.T2) GO TO 3 APPL009
GO TO 1 APPL010
3 IF(TIME.GE.TI) VALUE = FLUX(I ) APPL011
IF(TIME.LT.TI) VALUE=O.O APPL012
GO TO 5 APPL013
1 CONTINUE APPL014
VALUE=0.0 APPL015
5 RETURN APPL016
END APPL017
r APPL018
103
-------
C SUBROUTINE EON EON 001
C EON 002
SUBROUTINE EQN(MAX1,MAX2,MAX3,BPARA,CONDS,F,PENTR,PRES, EON 003
1 RATIO,ST1,ST2,ST3.ST4,X,Y,YN,YN1.YN2,YN3,COEF. EON 004
2 COEF1 ,NTAB,CRNM.BRNM,GRNM) EON 005
DIMENSION BPARA(MAX1),CONDS(MAX1),F(MAX 1),PENTR(MAX1), EON 006
1 PRES(MAX1),RATIO(MAX1),ST1(MAX1),ST2(MAX1),ST3(MAX1), EON 007
2 ST4(MAX1),X(MAX1),Y(MAX1),YN(MAX1),YN1(MAX1),YN2(MAX1), EON 008
3 YN3(MAX1),COEF(MAX1.MAX2),COEF1(MAX 1,MAX2),NTAB(MAX3,4), EON 009
4 CRNM(MAX3,4,4),BRNM(MAX3,4,4,4),GRNM(MAX3,4,4,4) EON 010
COMMON/DIM/ NB.NB1,IFLAGL,IFLAGR,IFLAGT,IFLAGS,ISTART EON 011
COMMON/GEOM/ NECOL,NNCOL,NNROW,NNTOT.NETOT,DS1,DS2 EON 012
COMMON/LOCAL/ ANM(4.4),GNM(4,4) EON 013
N1=NNTOT+1 EON 014
DO 1 1=1,NNTOT EON 015
1 COEF(I,NB1)=F(I) EON 016
DO 3 1=1.NETOT EON 017
CALL ELMT2U,MAX1,MAX2,MAX3,BPARA,CONDS,F,PENTR,PRES,RATIO, EON 018
1 ST1,ST2,ST3,ST4.X,Y.YN,YN1,YN2,YN3.COEF,COEF1.NTAB.CRNM, EON 019
2 BRNM.GRNM) EON 020
DO 5 J=1,4 EON 021
dG=NTAB(I. U) EON 022
DO 5 K=1,4 EON 023
5 COEFtJG, 1 )=COEF(JG. 1)+GNM(J,K) EON 024
3 CONTINUE EON 025
RETURN EON 026
END EON 027
C EON 028
104
-------
C SUBROUTINE INTEG
C
SUBROUTINE INTEG(MAX 1,MAX2,MAX3,BPARA,CONDS,F,PENTR,PRES,
1 RATIO.ST1,ST2,ST3,ST4,X.Y,YN,YN1,YN2,YN3,COEF,COEF1,
2 NTAB.CRNM.BRNM.GRNM)
DIMENSION BPARA(MAX 1),CONDS(MAX 1),F(MAX1).PENTR(MAX 1),
1 PRES(MAX 1),RATIO(MAX1),ST1(MAX1).ST2(MAX1),ST3(MAX1).
2 ST4(MAX1),X(MAX1),Y(MAX1).YN(MAX1),YN1(MAX1),YN2(MAX1),
3 YN3(MAX1),COEF(MAX 1,MAX2).COEF1(MAX 1,MAX2),NTAB(MAX3.4 ),
4 CRNM(MAX3,4,4),BRNM(MAX3,4,4,4),GRNM(MAX3,4,4,4)
DIMENSION ABSCI(6),DTO(3),H1(4),H2(4),H3(4),WEIGH(6),
1 XLOC(4),YLOC(4),A(4,2),B(4,2),C(4,2),PHI(4,6,6)
COMMON/DIM/ NB.NB1,IFLAGL,IFLAGR.IFLAGT,I FLAGS,ISTART
COMMON/GEOM/ NECOL.NNCOL,NNROW,NNTOT,NETOT,DS1,DS2
DATA WEIGH/0.1713,0.3608,
1 0.4679,0.4679.0.3608,0.1713/
DATA ABSCI/-0.9325,-0.6612,
1 -0.2386,0.2386,0.6612,0.93257
H1(1)=-0.25
H1(2)=0.25
H1(3)=0.25
H1(4)=-0.25
H2(1)=-0.25
H2(2)=-0.25
H2(3)=0.25
H2(4)=0.25
H3(1)=0.25
H3(2)=-O.25
H3(3)=0.25
H3(4)=-0.25
DO 7 1=1,4
DO 7 10=1.6
DO 7 15=1,6
7 PHI(I,IQ,IS)=0.25+H1(I)*ABSCI(IQ).+H2(I)*ABSCI(IS)+
1 H3(I)*ABSCI(IQ)»ABSCI(IS)
C CALCULATE THE MATERIAL INDEPENDENT PART OF THE LOCAL
C COEFFICIENTS
DO 3 IELMT=1,NETOT
DO 1 1=1,4
J = NTAB(IELMT,I )
XLOC(I)=X(d)
1 YLOC(I)=Y(d)
A(1,1)=YLOC(2)-YLOC(4)
A(2.1 ) = YLOC(3)-YLOC( 1 )
A(3. 1 )=YLOC(4)-YLOC(2)
A(4, 1)=YLOC(1)-YLOC(3)
A( 1 ,2)=XLOC(4)-XLOC(2)
A(2,2)=XLOC(1)-XLOC(3)
A(3,2)=XLOC(2)-XLOC(4)
A(4.2)=XLOC(3)-XLOC(1)
8(1,1 )=YLOC(4)-YLOC(3)
B(2, 1) = YLOC(3)-YLOC(4)
B(3, 1 ) = YLOC(1)-YLOC(2)
B(4, 1 )=YLOC(2)-YLOC(1)
B(1,2)=XLOC(3)-XLOC(4)
B(2,2)=XLOC(4)-XLOC(3)
B(3,2)=XLOC(2)-XLOC(1)
B(4,2)=XLOC(1)-XLOC(2)
C( 1 , 1 ) = YLOC(3)-YLOC(2)
C(2, 1 )=YLOC(1)-YLOC(4)
C(3, 1) = YLOC(4)-YLOC(1)
C(4, 1)=YLOC(2)-YLOC(3)
C(1,2)=XLOC(2)-XLOC(3)
C(2.2)=XLOC(4)-XLOC(1)
C(3,2)=XLOC(1)-XLOC(4)
C(4,2)=XLOC(3)-XLOC(2)
DTJ( 1) = (XLOC(4)-XLOC(2))*(YLOC(1)-YLOC(3))-
1 (XLOC(1)-XLOC(3))*(YLOC(4)-YLOC(2))
DTJ(2)=(XLOC(3)-XLOC(4))*(YLOC(1)-YLOC(2))-
1 (XLOC(1)-XLOC(2))*(YLOC(3)-YLOC(4))
INTG001
INTG002
INTG003
INTG004
INTG005
INTG006
INTG007
INTG008
INTG009
INTG010
INTG011
INTG012
INTG013
INTG014
INTG015
INTG016
INTG017
INTG018
INTG019
INTG020
INTG021
INTG022
INTG023
INTG024
INTG025
INTG026
INTG027
INTG028
INTG029
INTG030
INTG031
INTG032
INTG033
INTG034
INTG035
INTG036
INTG037
INTG038
INTGO39
INTGO40
INTG041
INTG042
INTG043
INTG044
INTG045
INTG046
INTG047
INTG048
INTG049
INTG050
INTG051
INTG052
INTG053
INTG054
INTG055
INTG056
INTG057
INTG058
INTG059
INTG060
INTGO61
INTG062
INTG063
INTG064
INTG065
INTG066
INTG067
INTG068
INTG069
INTG070
105
-------
DTJ(3)=(XLOC(4)-XLOC(1))*(YLOC(2)-YLOC(3))-
1 (XLOC(2 ) -XLOC(3))*(YLOC(4 ) -YLOC(1) )
DO 5 IR=1 ,4
DO 5 IN=1,4
DO 5 IM=1,4
BRNM(IELMT,IR,IN,IM)=0.0
CRNM(IELMT,IR,IN)=0.0
GRNM(IELMT,IR,IN,IM)=0.0
DO 9 10=1,6
DO 9 IS=1,6
XI=ABSCI(IO)
ETA=ABSCI(IS)
T1=WEIGH(IO)*WEIGH(IS)
DJAC=(DTJ(1)+DTJ(2)*XI+DTJ(3)«ETA)/8.0
DJAC=ABS(DJAC)
PHINX=(A(IN,1)+B(IN,1)*XI+CdN,1)*ETA)/(8.0*DdAC)
PHIMX=(A(IM,1)+B(IM.1)*XI+C(IM,1)*ETA)/(8.0*DdAC)
PHINY=(A(IN,2)+B(IN,2)*XI+C(IN,2)*ETA)/(8.0*DOAC)
PHIMY=(A(IM,2)+B(IM.2)*XI+C(IM,2)*ETA)/(8.0*DJAC)
BRNM(IELMT,IR,IN,IM)=BRNM(IELMT,IR,IN,IM)-T1*
1 PHI(IR,10,IS)*(PHINX*PHIMX+PHINY*PHIMY)*DJAC
CRNM(IELMT,IR,IN)=CRNM(IELMT,IR,IN)+T1*PHINY
1 *PHI(IR,10,IS)*DJAC
GRNM(IELMT,IR.IN,IM)=GRNM(IELMT,IR,IN.IM)+T1«
1 PHI(IN,IO.IS)*PHI(IM,IO.IS)*PHI(IR,IO,IS)*DJAC
9 CONTINUE
5 CONTINUE
3 CONTINUE
RETURN
END
INTG071
INTG072
INTG073
INTG074
INTG075
INTG07S
INTG077
INTG078
INTG079
INTG080
INTG081
INTG082
INTG083
INTG084
INTGOS5
INTG086
INTG087
INTG088
INTG089
INTG09O
INTG091
INTG092
INTG093
INTG094
INTG095
INTG096
INTG097
INTG09S
INTG099
INTG100
INTG101
106
-------
C SUBROUTINE STRUC STRC001
C STRC002
SUBROUTINE STRUC(J.T1,T2,ICON,MAX 1,MAX2,MAX3,BPARA.CONDS,F, STRC003
1 PENTR,PRES,RATIO,ST1,ST2,ST3,ST4,X,Y,YN.YN1.YN2.YN3, STRC004
2 COEF.COEF1,NTAB,CRNM,BRNM,GRNM) STRC005
DIMENSION BPARA(MAX1),CONDS(MAX1),F(MAX1),PENTR(MAX1), STRC006
1 PRES(MAX1),RATIO(MAX1),ST1(MAX1),ST2(MAX1),ST3(MAX1), STRC007
2 ST4(MAX1),X(MAX1),Y(MAX1),YN(MAX1),YN1(MAX 1),YN2(MAX1), STRC008
3 YN3(MAX1),COEF(MAX1,MAX2),COEF1(MAX1,MAX2),NTAB(MAX3,4), STRC009
4 CRNM(MAX3,4.4),BRNM(MAX3,4,4,4),GRNM(MAX3,4,4.4) STRC010
IF(T1.GE.PENTR(J)) GO TO 3 . STRC011
IF(ICON.E0.2) T2=CONDS(J)*(T1/PENTR(J))** STRC012
1 (-(2.+2./BPARA(j))) STRC013
IFdCON.EO-1) T2=-RATIO(J)/(BPARA(J)*PENTR(J))* STRC014
1 (T1/PENTR(J))**(-(1.0+1.0/BPARA(J))) STRC015
GO TO 5 STRC016
3 IFdCON.EO.2) T2=CONDS(J) STRC017
IFdCON.EO. 1) T2=0.0 STRC018
5 RETURN STRC019
END STRC020
C STRC021
107
-------
C SUBROUTINE DERIV DERV001
C DERV002
SUBROUTINE DERIV(MAX 1,MAX2,MAX3,BPARA,CONDS,F,PENTR,PRES, DERV003
1 RATIO,ST1,ST2,ST3,ST4,X,Y,YN,YN1.YN2,YN3,COEF,COEF1, DERV004
2 NTAB.CRNM.BRNM.GRNM) DERV005
DIMENSION BPARA(MAX1),CONDS(MAX1),F(MAX 1),PENTR(MAX1), DERV006
1 PRES(MAX1),RATIO(MAX1),ST1(MAX1),ST2(MAX1),ST3(MAX 1), DERV007
2 ST4(MAX1),X(MAX1),Y(MAX1),YN(MAX1),YN1(MAX1).YN2(MAX1), DERV008
3 YN3(MAX1),COEF(MAX 1,MAX2),COEF1(MAX 1,MAX2),NTAB(MAX3,4). DERV009
4 CRNM(MAX3,4.4),BRNM(MAX3,4,4,4),GRNM(MAX3,4,4,4) DERV010
COMMON/DIM/ NB.NB1,IFLAGL,IFLAGR,IFLAGT.IFLAGS,ISTART DERV011
COMMON/GEOM/ NECOL,NNCOL,NNROW,NNTOT,NETOT,DS1,DS2 DERV012
COMMON/LOCAL/ ANM(4,4),GNM(4,4) DERV013
N1=NNTOT+1 DERV014
DO 2 1=1.NNTOT DERV015
DO 2 J=1.NB1 DERV016
2 COEF(I,J)=0.0 DERV017
DO 1 1=1,NETOT DERV018
CALL ELMTKI ,MAX1 .MAX2.MAX3,BPARA,CONDS,F,PENTR,PRES, DERV019
1 RATIO,ST1,ST2,ST3,ST4,X,Y,YN.YN1,YN2,YN3,COEF,COEF1.NTAB.CRNM, DERV020
2 BRNM.GRNM) DERV021
DO 3 J=1,4 DERV022
JG=NTAB(I,J) DERV023
DO 3 K=1,4 DERV024
KG=NTAB(I,K) DERV025
I1=KG-JG+1 DERV026
IF(I1.LT.1.OR.I1.GT.NB) GO TO 3 DERV027
COEF(JG,I 1)=COEF(JG,I 1)+ANM(U,K) DERV028
3 CONTINUE DERV029
1 CONTINUE DERV030
CALL APPLY DERV031
CALL ELMT3(MAX1.MAX2.MAX3,BPARA,CONDS,F,PENTR,PRES, DERV032
1 RATIO,ST1,ST2,ST3,ST4,X,Y.YN.YN1.YN2.YN3.COEF, DERV033
2 COEF1.NTAB.CRNM.BRNM.GRNM) DERV034
RETURN DERV035
END DERV036
C DERV037
108
-------
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
THE SUBROUTINE OUTPR WILL PRINT A HARDCOPY OUTPUT FILE AND HAS
THE OPTION OF WRITING THE TIME VARIABLE PRESSURE DISTRIBUTION
ON A BINARY FILE FOR FUTURE USE. IF IFLAGT = 0, THE PRESSURE
DISTRIBUTION WILL BE WRITTEN ON A FILE WITH FILE UNIT = NT.
THE FLAG NPR WILL SUPPRESS THE PRINTING (ON THE BINARY FILE)
OF THE PRESSURE DISTRIBUTION FOR THE RUNGE-KUTTA INTEGRATION
TIME STEPS. FOR THOSE CALLS NPR WILL EQUAL ZERO SO THE BINARY
OPTION WILL NOT APPLY, IT WILL WRITE THE INITIAL DISTRIBUTION
AND THE PRESSURE DISTRIBUTION AT THE PRINTOUT INTERVAL PRT 1 .
SUBROUTINE OUTPR( MAX 1 , MAX2 , MAX3 , BPARA , CONDS , F . PENTR , PRES ,
1 RATIO.ST1 ,ST2,ST3,ST4,X,Y,YN,YN1 , YN2 , YN3 , COEF , COEF 1 .
2 NTAB.CRNM.BRNM.GRNM.NPR)
DIMENSION BPARA ( MAX 1 ) , CONDS ( MAX 1 ) ,F(MAX1 ) , PENTR ( MAX 1 ) ,
1 PRES ( MAX 1 ),RATIO(MAX1 ) ,ST1(MAX1 ) ,ST2(MAX1 ),ST3(MAX1 ),
2 ST4(MAX1 ),X(MAX1 ),Y(MAX1 ),YN(MAX1 ) ,YN1(MAX1 ), YN2(MAX1 ),
3 YN3(MAX1 ). COEF ( MAX 1 ,MAX2) . COEF 1( MAX 1 , MAX2 ) , NTAB(MAX3 . 4 ) .
4 CRNM(MAX3,4,4) , BRNM(MAX3 , 4 , 4 , 4 ) , GRNM( MAX3 , 4 , 4 , 4 )
COMMON/DIM/ NB.NB1 , IFLAGL, IFLAGR, IFLAGT , I FLAGS , ISTART
COMMON/GEOM/ NECOL , NNCOL , NNROW , NNTOT , NETOT , DS 1 , DS2
COMMON/MI SC/TITLE( 20 ).AFMT( 20 ).BFMT( 20 ),NI , NO , NT , NIR , NOR . NSS
CHECK FOR THE FILE OUTPUT OPTION < FILE FOR TRANSPORT >
IF( IFLAGT. EO. 1 ) GO TO 5
IF(IFLAGS.EO.O) GO TO 5
IF(NPR.EO.O) GO TO 5
WRITE THE TIME VARIABLE PRESSURE DISTRIBUTION < IFLAGS = 1 >
IF THERE ARE BOUNDARY FRINGES ON HYDRO THEN USE THE NEXT
NTRANS = NNTOT - NNROW
KTRN = NNROW + 1
IF THERE ARE NO BOUNDARY FRINGES USE THE NEXT
NTRANS = NNTOT
KTRN = 1
WRITE ( NT )( PRES (I). I =KTRN, NTRANS)
WRITE(NT) IFLAGS
5 CONTINUE
DO 10 1=1 .NNROW
DO 20 J=1 , NNCOL
K=.I + (0-1)*NNROW
20 ST1(J)=PRES(K)
WR ITE ( NO . 30 ) I , ( ST 1 ( J ) . J= 1 , NNCOL )
30 FORMAT( 1X, 'ROW NUMBER =' . I3/ . ( 10E12.4) )
1O CONTINUE
RETURN
END
OUTP002
OUTP003
OUTP004
OUTP005
OUTP006
OUTP007
OUTP008
OUTP009
OUTP010
OUTPO1 1
OUTP012
OUTPO13
OUTP014
OUTP015
OUTP016
OUTP017
OUTP018
OUTP019
OUTP020
OUTP021
OUTP022
OUTP023
OUTP024
OUTP025
OUTP026
OUTP027
OUTP028
OUTP029
OUTP030
OUTP031
OUTP032
OUTP033
OUTP034
OUTP035
OUTPO36
OUTP037
OUTP038
OUTP039
OUTPO4O
OUTP041
OUTP042
OUTP043
OUTP044
OUTP045
OUTPO46
OUTP047
OUTPO48
OUTP049
OUTP05O
OUTP051
OUTP052
OUTP053
OUTP054
OUTP055
OUTP056
OUTPO57
109
-------
.SUBROUTINE BCCOR.
SUBROUTINE BCCOR(MAX 1,MAX2,MAX3,BPARA,CONDS,F.PENTR,PRES,
1 RATIO.ST1 ,ST2,ST3.ST4,X,Y,YN,YN1,YN2,YN3,COEF,COEF1,
2 NTAB,CRNM,BRNM,GRNM)
DIMENSION BPARA(MAX 1).CONDS(MAX 1),F(MAX1),PENTR(MAX 1),
1 PRES(MAX 1),RATIO(MAX 1),ST1(MAX1),ST2(MAX1),ST3(MAX1),
2 ST4(MAX1),X(MAX1),Y(MAX1),YN(MAX1),YN1(MAX1),YN2(MAX1),
3 YN3(MAX1),COEF(MAX1,MAX2),COEF1(MAX 1,MAX2),NTAB(MAX3,4),
4 CRNM(MAX3,4,4),BRNM(MAX3,4,4,4),GRNM(MAX3,4,4,4)
COMMON/DIM/ NB.NB1,IFLAGL,IFLAGR,IFLAGT,IFLAGS.ISTART
COMMON/GEOM/ NECOL.NNCOL.NNROW,NNTOT,NETOT,DS1,DS2
SET B.C. ON RIGHT HAND SIDE OF THE STUDY FIELD
IF(IFLAGR.GT.O) GO TO 94
N2=NNTOT-NNROW+1
DO 1 I=N2,NNTOT
T1=PRES(I)
IF(T1.GT.O.OOO) GO TO 2
1 CONTINUE
GO TO 94
2 N2 = I
DO 3 I=N2,NNTOT
T1=PRES(I )
DO 5 0=1,NNTOT
IF(I-d) 6,5,8
6 IF(J-I+1.GT.NB) GO TO 5
COEF(J.NB1 )=COEF(d,NB1)-COEF(I,d-I+1)*T1
GO TO 5
8 IF(I-d+1.GT.NB) GO TO 5
COEF(J.NB1)=COEF(d,NB1)-COEF(d,I-d+1)*T1
COEF(d.I-d-M)=0.0
5 CONTINUE
DO 11 J=2,NB
11 COEF(I,d)=0.0
COEF(I.1)=1.0
COEFU ,NB1 )=T1
3 CONTINUE
SET B.C. ON LEFT HAND SIDE OF THE STUDY FIELD
94 IF(IFLAGL.GT.O) GO TO 19
DO 92 1=1,NNROW
T1=PRES(I)
IF(T1.GT.O.OOO) GO TO 93
92 CONTINUE
GO TO 19
93 N2=I
DO 12 I=N2.NNROW
T1=PRES(I)
DO 15 d=1 .NNITOT
IF(I-d) 14,15,16
14 IF(d-I-M .GT.NB) GO TO 15
COEF(d,NB1)=COEF(d,NB1)-COEF(I,d-I + 1 )*T1
GO TO 15
16 IF(I-d+1.GT.NB) GO TO 15
COEF(d,NB1)=COEF(d,NB1)-COEF(d,I-d+1)»T1
COEF(d,I-d+1)=0.0
15 CONTINUE
DO 17 d=2,NB
17 COEF(I,d)=0.0
COEF(I, 1 ) = 1 .0
COEF(I,NB1 )=T1
12 CONTINUE
19 RETURN
END
BCOR001
BCOR002
BCOR003
BCOR004
BCORO05
BCOR006
BCOR007
BCOR008
BCOR009
BCOR010
BCOR011
BCOR012
BCOR013
BCOR014
BCOR015
BCOR016
BCOR017
BCOR018
BCOR019
BCORO20
BCOR021
BCOR022
BCOR023
BCOR024
BCORO25
BCOR026
BCORO27
BCOR028
BCOR029
BCOR030
BCOR031
BCOR032
BCOR033
BCOR034
BCOR035
BCOR036
BCOR037
BCOR038
BCOR039
BCOR040
BCOR041
BCOR042
BCOR043
BCOR044
BCOR045
BCOR046
BCOR047
BCOR048
BCOR049
BCOR050
BCOR051
BCOR052
BCOR053
BCOR054
BCOR055
BCOR056
BCORO57
BCOR058
BCOR059
BCOR060
BCOR061
BCOR062
BCOR063
BCORO64
BCOR065
BCOR066
BCOR067
BCOR068
110
-------
C SUBROUTINE START
C
SUBROUTINE START(MAX 1.MAX2,MAX3,BPARA,CONDS,F,PENTR,PRES,
1 RATIO,ST1.ST2,ST3,ST4,X,Y,YN,YN1,YN2,YN3,COEF,COEF 1 ,
2 NTAB,CRNM,BRNM,GRNM,A)
DOUBLE PRECISION A(MAX1,MAX2)
DIMENSION BPARA(MAX 1).CONDS(MAX 1),F(MAX1),PENTR(MAX 1),
1 PRES (MAX 1),RATIO (MAX 1).ST1(MAX1),ST2(MAX1),ST3(MAX1).
2 ST4(MAX1),X(MAX1) . Y(MAX1),YN(MAX1),YN1(MAX 1).YN2(MAX1),
3 YN3(MAX1),COEF(MAX 1,MAX2),COEF1(MAX 1,MAX2),NTAB(MAX3,4),
4 CRNM(MAX3,4,4),BRNM(MAX3.4,4,4 ),GRNM(MAX3,4,4.4)
COMMON/DIM/ NB.NB1.IFLAGL.IFLAGR,IFLAGT,IFLAGS.ISTART
COMMON/GEOM/ NECOL,NNCOL,NNROW.NNTOT,NETOT,DS1.DS2
COMMON/PARAM/ DELX,TDEL,TIME.VALUE
CALL DERIV(MAX 1,MAX2,MAX3,BPARA,CONDS,F,PENTR,PRES.RATIO,
1 ST1,ST2,ST3,ST4,X,Y,YN,YN1,YN2,YN3,COEF,COEF1,NTAB.
2 CRNM.BRNM.GRNM)
DO 21 1 = 1 ,NNTOT
F(I)=TDEL*F(I)
F(I)=F(I)+COEF(I,1)*TDEL*YN(I)
DO 321 J=2,NB
K = I + J - 1
IF(K.GT.NNTOT) GO TO 321
F(I ) = F(I )+COEF(I.J)*TDEL»YN(K)
321 CONTINUE
M1 = I
IF(M1.LE.1)GO TO 21
IF(I.GE.NB) M1=NB
DO 322 0=2,M1
11=1-0+1
322 F(I) = F(I)+COEF(I1,J)*TDEL*YN(I 1)
21 CONTINUE
DO 821 1 = 1 .NNTOT
DO 821 0=1,NB
821 COEFU,d) = -TDEL»COEF(I , J)
CALL EON(MAX 1,MAX2,MAX3.BPARA,CONDS.F,PENTR,PRES ,
1 RATIO.ST1,ST2,ST3,ST4,X,Y,YN,YN1,YN2,YN3,COEF,COEF1 ,
2 NTAB.CRNM.BRNM.GRNM)
IF(IFLAGL.GT.O.AND.IFLAGR.GT.O) GO TO 23
CALL BC(MAX1.MAX2,MAX3,BPARA,CONDS.F , PENTR , PRES ,
1 RATIO,ST1.ST2,ST3,ST4,X,Y.YN,YN1,YN2,YN3.COEF,COEF1,
2 NTAB,CRNM.BRNM.GRNM)
c»»»»,«»»»»,»»*»,»*«»*.»*»,*..»»»»*»**«**,*»»«»»«****.*«»»*».*.
23 CALL SYM(COEF,NB1,NNTOT,NB, A)
£#********#»*»##***************#***#****»**********************»
RETURN
END
STAR001
STAR002
STAR003
STAR004
STAR005
STAROOS
STAR007
STAR008
STAROOS
STAR010
STAR011
STAR012
STAR013
STAR014
STAR015
STAR016
STAR017
STAR018
STAR019
STAR020
STAR021
STAR022
STAR023
STAR024
STAR025
STAR026
STAR027
STAR028
STAR029
STAR030
STAR031
STAR032
STAR033
STAR034
STAR035
STAR036
STAR037
STAR038
STAR039
STAR040
STAR041
STAR042
STAR043
STAR044
STAR045
STARO46
STAR047
STAR048
111
-------
C SUBROUTINE BC BC 001
C BC 002
SUBROUTINE BC(MAX1,MAX2,MAX3.BPARA,CONDS.F,PENTR,PRES, BC 003
1 RATIO,ST1,ST2,ST3,ST4,X.Y,YN,YN1.YN2,YN3,COEF,COEF1. BC 004
2 NTAB,CRNM,BRNM,GRNM) BC 005
DIMENSION BPARA(MAX1),CONDS(MAX1),F(MAX1),PENTR(MAX1), BC 006
1 PRES(MAXI),RATIO(MAX1) ,ST1(MAX 1),ST2(MAX1).ST3(MAX1), BC 007
2 ST4(MAX1).X(MAX1),Y(MAX1),YN(MAX1),YN1(MAX1),YN2(MAX1), BC 008
3 YN3(MAX1),COEF(MAX1,MAX2),COEF1(MAX1,MAX2),NTAB(MAX3,4). BC 009
4 CRNM(MAX3,4,4),BRNM(MAX3,4,4,4),GRNM(MAX3,4,4,4) BC 010
COMMON/DIM/ NB.NB1,IFLAGL,IFLAGR,IFLAGT,IFLAGS,ISTART BC 011
COMMON/GEOM/ NECOL.NNCOL.NNROW.NNTOT,NETOT,DS1,DS2 BC 012
C BC 013
C SET B.C. ON THE RIGHT SIDE OF THE STUDY FIELD BC 014
C BC 015
IF(IFLAGR.GT.O) GO TO 17 BC 016
N2=NNTOT-NNROW+1 BC 017
DO 1 I=N2,NNTOT BC 018
T1=PRES(I) BC 019
IF(T1.GT.O.OOO) GO TO 2 BC 02O
1 CONTINUE BC 021
GO TO 17 BC 022
2 N2=I BC 023
DO 3 I=N2,NNTOT BC 024
DO 5 J=2,NB BC 025
5 COEF(I,J)=0.0 BC 026
M1=I BC 027
IF(I.GE.NB) M1=NB BC 028
DO 7 J=2,M1 BC 029
COEFU-J+1 , J)=0.0 BC 030
7 CONTINUE BC 031
COEF(I,1)=1.0 BC 032
COEF(I.NB1)=0. BC 033
3 CONTINUE BC 034
C BC 035
C SET B.C.ON THE LEFT HAND SIDE OF THE STUDY FIELD BC 036
C BC 037
17 IF(IFLAGL.GT.O) GO TO 19 BC 038
DO 13 I=1,NNROW BC 039
T1=PRES(I) BC 040
IF(T1.GT.0.000) GO TO 15 BC 041
13 CONTINUE BC 042
GO TO 19 BC 043
15 N2=I BC 044
DO 9 I=N2,NNROW BC 045
DO 10 J=2,NB BC 046
10 COEF(I,J)=0.0 BC 047
M1 = I BC 048
IF(I.GE.NB) M1=NB BC 049
DO 11 J=2,M1 BC 050
COEFU-J+1 , J)=0.0 BC 051
11 CONTINUE BC 052
COEF(I,1)=1.0 BC 053
COEFU ,NB1)=0.0 BC 054
9 CONTINUE BC 055
19 RETURN BC 056
END BC 057
C BC 058
112
-------
c
c
c
c
c
c
c
c
c
c
c
c
c
SUBROUTINE OUTFIL
THE SUBROUTINE OUTFIL WILL CREATE AN OUTPUT FILE WITH DATA THAT
IS COMMON FOR BOTH THE HYDRAULIC AND THE TRANSPORT PROGRAMS. THE
FILE, t, BINARY ONE WILL BE CREATED IF THE FLAG < IFLAGT > IS EQUAL
TO 0 . ONE NEEDS TO ALLOCATE A FILE FOR SUCH PURPOSES. THE FILE
UNIT NUMBER NT WILL BE USED .
SUBROUTINE OUTFI L ( MAX 1 , MAX2 , MAX3 , BPARA , CONOS , F , PENTR , PRES ,
1 RATIO.ST1 .ST2.ST3,ST4,X.Y,YN.YN1 , YN2 , YN3.COEF . COEF 1 ,
2 NTAB.CRNM.BRNM.GRNM.DELT)
DIMENSION BPARA ( MAX 1 ),CONDS( MAX 1),F(MAX1), PENTR (MAX1),
1 PRES ( MAX 1 ),RATIO(MAX1),ST1(MAX1),ST2(MAX1 ),ST3(MAX1),
2 ST4(MAX1 ),X(MAX1 ) , Y(MAX1 ) , YN( MAX 1 ) . YN1 (MAX 1 ),YN2(MAX1 ).
3 YN3(MAX1 ) , COEF ( MAX 1 ,MAX2) , COEF 1( MAX 1 ,MAX2) , NTAB(MAX3 , 4 ) .
4 CRNM(MAX3,4,4) , BRNM(MAX3 , 4 , 4 , 4 ) . GRNM(MAX3 . 4 , 4 , 4)
COMMON/DIM/ NB.NB1 .IFLAGL, I FLAGR , IFLAGT . I FLAGS , I START
COMMON/GEOM/ NECOL , NNCOL , NNROW , NNTOT , NETOT , DS 1 , DS2
COMMON/TURN/ IBC , ON( 5 ) , OFF ( 5 ) . FLUX( 5 )
COMMON/PARAM/ DELX , TDEL . TIME , VALUE
COMMON/REMOD/ IPARMO , IPRRES , TMAX , PRT 1 . PSTED
COMMON/MI SC/TITLE( 20) , AFMT(20) ,BFMT(20) .NI , NO . NT ,NIR , NOR , NSS
IF THERE ARE BOUNDARY FRINGES IN HYDRO USE THE FOLLOWING
NTRANS = NNTOT - NNROW
KTRN = NNROW + 1
LTRN = NNCOL - 1
DO 20 1=1 .NNROW
DO 10 J=2,LTRN
K=I + (d-1 )*NNROW
ST1(J)=X(K)
10 ST2(d)=Y(K)
WRITE (NT )(ST1(J).ST2(J),d=2, LTRN)
20 CONTINUE
WRITE(NT)(CONDS(I ) .PENTR (I ) .BPARA (I ) .RATIO (I ) , I =KTRN. NTRANS )
WRITE(NT)IBC
WRITE(NT)(ON(I) ,OFF(I), 1=1 ,IBC)
WRITE(NT) DS1.DS2
WRITE(NT) DELT
RETURN
END
OUTF001
OUTF002
OUTF003
OUTF004
OUTF005
OUTF006
OUTF007
OUTF008
OUTF009
OUTF010
OUTF01 1
OUTF012
OUTF013
OUTF014
OUTF015
OUTF016
OUTF017
OUTF018
OUTF019
OUTF020
OUTF021
OUTF022
OUTF023
OUTF024
OUTF025
OUTF026
OUTF027
OUTF028
OUTF029
OUTF030
OUTF031
OUTF032
OUTF033
OUTF034
OUTF035
OUTF03S
OUTF037
OUTF038
OUTF039
OUTF040
OUTF041
OUTF042
OUTF043
OUTF044
113
-------
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
SUBROUTINE RESTAR
THE SUBROUTINE RESTAR WILL READ A BINARY FILE CONTAINING
ALL THE DATA FROM THE LAST EXECUTION. THE STORED DATA
WILL BE USED TO EXECUTE THE PROGRAM STARTING AT THE TIME
THE LAST SIMULATION WAS TERMINATED.
IT WILL READ THE NEW INTEGRATION TIME TMAX .
IF IPARMO EQUALS _ 1 _ ONE COULD SET NEW APPLICATION PERIODS,
WATER FLUX. THE APPLICATION LOCATION, AND PRINTOUT INTERVAL.
IF IPRRES EQUALS 1 THE RESTART CONDITIONS WILL BE PRINTED
FROM THE COORDINATES TO THE PRESSURE DISTRIBUTION.
SUBROUTINE RESTAR(MAX1 , MAX2 , MAX3 , BPARA , CONDS , F , PENTR , PRES .
1 RATIO.ST1 , ST2.ST3.ST4.X, Y, YN, YN1 , YN2 , YN3 . COEF , COEF 1 ,NTAB,
2 CRNM.BRNM.GRNM, A)
DOUBLE PRECISION A(MAX1,MAX2)
DIMENSION BPARA ( MAX 1 ) , CONDS ( MAX 1 ),F(MAX1) , PENTR ( MAX 1) ,PRES(MAX1),
1 RATIO(MAX1 ) , STKMAX1 ) ,ST2(MAX1 ) ,ST3(MAX1 ) , ST4(MAX1 ) ,X(MAX1 ) ,
2 Y(MAX1 ) ,YN(MAX1) ,YN1(MAX1 ),YN2(MAX1 ), YN3( MAX 1 ), COEF (MAX 1 ,MAX2),
3 COEF 1( MAX 1 ,MAX2) , NTAB(MAX3 , 4 ) , CRNM(MAX3 , 4 , 4 ) , BRNM(MAX3 , 4 , 4 , 4 ) ,
4 GRNM(MAX3.4,4,4)
COMMON/DIM/ NB.NB1 , IFLAGL, I FLAGR , I FLAGT . I FLAGS . ISTART
COMMON/GEOM/ NECOL , NNCOL , NNROW , NNTOT , NETOT , DS 1 , DS2
COMMON/LOCAL/ ANM( 4 , 4 ) , GNM( 4 , 4 )
COMMON/TURN/ IBC , ON( 5 ) , OFF ( 5 ) , FLUX( 5 )
COMMON/PARAM/ DELX , TDEL , TIME , VALUE
COMMON/REMOD/ IPARMO, IPRRES , TMAX , PRT 1 ,PSTED
COMMON/MI SC/TITLE( 20) ,AFMT(20) . BFMT( 20) . NI , NO , NT . NIR , NOR , NSS
READ(NIR) IFLAGL, I FLAGR , IBC , DS 1 , DS2 , DELX , TDEL , TIME , VALUE
READ (NIR) (ON(I ),OFF(I ),FLUX(I) , 1=1 , IBC)
READ(NIR) ((A(I,J).COEF(I,J),COEF1(I,J).I=1,MAX1),J=1,MAX2)
READ(NIR) (BPARA(I),CONDS(I),PENTR(I).PRES(I),RATIO(I).I=1,NNTOT)
RE AD (NIR) (X(I ).Y(I ).YN(I) , YN1 ( I ) , YN2 ( I ) , YN3(I),I=1 .NNTOT)
READ(NIR) (F(I),ST1(I),ST2(I).ST3(I),ST4(I),I=1.NNTOT)
RE AD (NIR) ( (NTAB(I , J) , 1=1 ,MAX3) , d=1 ,4)
DO 5 L=1 ,4
DO 4 K=1 ,4
DO 3 d=1,4
DO 2 1=1 ,MAX3
RE AD (NIR) BRNM(I , J , K , L ) , GRNM( I , d , K, L )
2 CONTINUE
3 CONTINUE
4 CONTINUE
5 CONTINUE
DO 10 N=1 ,4
DO 1O M=1 .4
DO 10 1=1 ,MAX3
READ(NIR) CRNM(I.M.N)
1O CONTINUE
READ(NIR) PRT1.PSTED
READ(NI . 100) TMAX
READ(NI.150) (BFMT(I) , 1=1 ,20)
PRINT THE HEADING FOR THE RESTART RUN
WRITE(NO,400)
WRITE(NO.SOO) TIME, TMAX
IF(IPARMO.EQ.O) GO TO 30
READ(NI,200) IBC
DO 20 I = 1.IBC
READ(NI,300) ON( I ) , OFF ( I) . FLUX( I )
20 CONTINUE
READ(NI,300) DS1.DS2
30 IF(IPRRES.EQ.O) GO TO 40
RSTA001
RSTA002
RSTA003
RSTA004
RSTA005
RSTA006
RSTA007
RSTA008
RSTA009
RSTA010
RSTA01 1
RSTA012
RSTA013
RSTA014
RSTA015
RSTA016
RSTA017
RSTA018
RSTA019
RSTA020
RSTA021
RSTA022
RSTA023
RSTA024
RSTA025
RSTA026
RSTA027
RSTA028
RSTA029
RSTA03O
RSTA031
RSTA032
RSTA033
RSTA034
RSTA035
RSTA036
RSTA037
RSTA038
RSTA039
RSTA040
RSTA041
RSTA042
RSTA043
RSTA044
RSTA045
RSTA046
RSTA047
RSTA048
RSTA049
RSTA050
RSTA051
RSTA052
RSTA053
RSTA054
RSTA055
RSTA056
RSTA057
RSTA058
RSTA059
RSTA06O
RSTA061
RSTA062
RSTA063
RSTA064
RSTAOS5
RSTA066
RSTA067
RSTA068
RSTA069
RSTA070
114
-------
CALL ECOSTR(MAX1,MAX2,MAX3,BPARA,CONDS,F.PENTR,PRES,
1 RATIO,ST1,ST2,ST3,ST4,X,Y,YN,YN1,YN2,YN3,COEF,COEF1,NTA8,
2 CRNM.BRNM.GRNM.A)
40 RETURN
100 FORMAT(FIO.O)
150 FORMATC20A4)
200 FORMAT(IS)
300 FORMAT(3F10.0)
4OO FORMAT(1H1,////,6X,25('*'),/.6X.'* THIS IS A RESTART RUN *'
, /,6X.
500 FORMAT(6X, 'LAST RUN WAS TERMINATED AT TIME =',E12.4,' HOUR'
1 //.SX.'THE NEW INTEGRATION TIME (TMAX) =',E12.4,' HOUR')
END
RSTA071
RSTA072
RSTA073
RSTA074
RSTA075
RSTA076
RSTA077
RSTA078
RSTA079
RSTA080
RSTA081
RSTA082
RSTA083
RSTA084
RSTA085
RSTA086
RSTA087
RSTA088
RSTA089
RSTA090
115
-------
C SUBROUTINE SAVER SAVE001
C SAVE002
C THE SUBROUTINE SAVER WILL SAVE IN A BINARY FILE ALL THE DATA SAVE003
C FROM THE THE PRESENT EXECUTION. THE STORED DATA WILL BE USED SAVE004
C TO EXECUTE THE HYDRAULIC PROGRAM STARTING AT THE TIME WHEN SAVE005
C THIS SIMULATION WAS TERMINATED. IN THE NEXT RUN THE PROGRAM SAVEOOS
C WILL BYPASS THE RUNGE-KUTTA START UP AND WILL GO DIRECTLY TO SAVE007
C TO THE PREDICTOR-CORRECTOR INTEGRATION STEP. THE FILE WITH SAVEOOS
C FILE UNIT = NOR WILL BE USED TO STORE THE DATA. SAVEOOS
C SAVE010
SUBROUTINE SAVER(MAX 1.-MAX2 .MAX3 , BPARA , CONDS , F , PENTR , PRES . SAVED11
1 RATIO.ST1,ST2,ST3,ST4,X.Y,YN,YN1,YN2,YN3.COEF.COEF1,NTAB, SAVED12
2 CRNM.BRNM.GRNM.A) SAVE013
DOUBLE PRECISION A(MAX1.MAX2) SAVE014
DIMENSION BPARA(MAX1),CONDS(MAX 1),F(MAX 1),PENTR(MAX 1),PRES(MAX 1), SAVED 15
1 RATIO(MAX 1),ST1(MAX1),ST2(MAX1),ST3(MAX1),ST4(MAX1),X(MAX1), SAVED15
2 Y(MAX1),YN(MAX1),YNKMAX1),YN2IMAX1),YN3(MAX1),COEF(MAX1,MAX2), SAVED17
3 COEFKMAX1,MAX2).NTAB(MAX3,4),CRNM(MAX3,4,4).BRNM(MAX3,4,4,4), SAVED18
4 GRNM(MAX3,4,4,4) SAVE019
COMMON/DIM/ NB.NB1.IFLAGL,IFLAGR,IFLAGT.IFLAGS,ISTART SAVE020
COMMON/GEOM/ NECOL,NNCOL,NNROW.NNTOT,NETOT,DS1,DS2 SAVE021
COMMON/LOCAL/ ANM(4,4).GNM(4,4) SAVE022
COMMON/TURN/ IBC.ON(5),OFF(5),FLUX(5) SAVE023
COMMON/PARAM/ DELX,TDEL,TIME,VALUE SAVE024
COMMON/REMOD/ IPARMO,IPRRES,TMAX,PRT1,PSTED SAVE025
COMMON/MISC/TITLE(20),AFMT(20),BFMT(20),NI.NO.NT.NIR,NOR,NSS SAVE026
C SAVE027
WRITE(NOR) IFLAGL,IFLAGR,IBC,DS1,DS2,DELX,TDEL.TIME.VALUE SAVE028
WRITE(NOR) (ON(I),OFF(I).FLUX(I).1=1,IBC) SAVE029
WRITE(NOR) ((A(I.J),COEF(I,0),COEF1(I,J),1=1,MAX1),0=1,MAX2) SAVE030
WRITE(NOR) (BPARA(I),CONDS(I),PENTR(I).PRES(I ) ,RATIO(I),I = 1.NNTOT) SAVE031
WRITE(NOR) (X(I).Y(I),YN(I),YN1(I).YN2(I),YN3(I),1=1.NNTOT) SAVE032
WRITE(NOR) (F(I).ST1(I).ST2d).ST3(I).ST4d),1 = 1.NNTOT) SAVE033
WRITE(NOR) ((NTAB(I,J),I=1,MAX3),d=1,4) SAVE034
DO 5 L=1,4 SAVE035
DO 4 K=1,4 SAVE036
DO 3 J=1,4 SAVE037
DO 2 1=1,MAX3 SAVE038
WRITE(NOR) BRNM(I,J,K,L),GRNM(I,J.K.L) SAVE039
2 CONTINUE SAVEO40
3 CONTINUE SAVE041
4 CONTINUE SAVE042
5 CONTINUE SAVE043
DO 10 N=1,4 SAVE044
DO 10 M=1,4 SAVE045
DO 10 I=1,MAX3 SAVE046
WRITE(NOR) CRNM(I.M.N) SAVE047
10 CONTINUE SAVE048
WRITE(NOR) PRT1,PSTED SAVE049
RETURN SAVE050
END SAVE051
116
-------
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
SUBROUTINE ECOSTR
THE SUBROUTINE ECOSTR WILL PRINT THE RESTART RUN CONDITIONS,
THAT IS THE LAST STORED VALUES PLUS THE MODIFIED PARAMETERS
FOR THIS RESTART RUN. THE RUN WILL START AT THE TIME THE LAST
THE LAST SIMULATION WAS TERMINATED.
SUBROUTINE ECOSTR (MAX 1 , MAX2 . MAX3 , BPARA , CONDS , F , PENTR , PRES .
1 RATIO.ST1 ,ST2,ST3,ST4,X, Y. YN. YN1 , YN2 , YN3 , COEF , COEF 1 ,NTAB,
2 CRNM.BRNM.GRNM. A)
INTEGER ST4
DOUBLE PRECISION A(MAX1,MAX2)
DIMENSION BPARA ( MAX 1 ), CONDS (MAX1 ), F(MAX1 ), PENTR (MAX 1 ). PRES (MAX 1 ),
1 RATIO(MAX1 ) ,ST1(MAX1),ST2(MAX1 ) . ST3( MAX 1 ) , ST4(MAX 1 ) ,X(MAX1 ),
2 Y(MAX1 ) , YN(MAX', ) , YN1(MAX1 ) . YN2(MAX1 ) , YN3(MAX1 ) , COEF ( MAX 1 ,MAX2) ,
3 COEF 1( MAX 1 ,MAX2) , NTAB( MAX3 , 4 ) , CRNM(MAX3 , 4 . 4 ) , BRNM( MAX3 , 4 , 4 . 4 ) ,
4 GRNM(MAX3,4,4,4)
COMMON/DIM/ NB.NB1 , I FLAGL , IFLAGR , IFLAGT , I FLAGS , ISTART
COMMON/GEOM/ NECOL , NNCOL , NNROW , NNTOT , NETOT , DS 1 , DS2
COMMON/LOCAL/ ANM(4 , 4 ) , GNM(4 , 4 )
COMMON/TURN/ IBC,ON(5) ,OFF(5) ,FLUX(5)
COMMON/PARAM/ DELX , TDEL , TIME . VALUE
COMMON/REMOD/ IPARMO , IPRRES , TMAX , PRT 1 .PSTED
COMMON/MI SC/TITLE ( 20) , AFMT ( 20) , BFMT( 20 ) , NI , NO , NT , NIR , NOR , NSS
WRITE(NO, 10)
10 FORMAT(1H1 .////, 51X.30( '*')./. 51X. '* CONDITIONS FOR RESTART RUN »'
1 .51X.30C*'),///)
WRITE(NO, 13)
13 FORMAT(6X, 'GLOBAL COORDINATES OF NODES. (X,Y)',
1 ' (ALL UNITS IN CM) ' )
DO 20 1=1. NNROW
DO 15 0=1. NNCOL
K=I+(d-1 )*NNROW
ST4(d) = K
ST1(d)=X(K)
ST2(J)=Y(K)
15 ST3(J)=PRES(K)
WRITE (NO, 17)1 , (ST4(J) , ST 1 ( J ) ,ST2( J) . J=1 .NNCOL)
17 FORMAT( 1H0.3X, 'ROW '.13,
1 /, (1X,4(3X, 14, 1X,
2 ' ( ' , E9.4, ' , ' , 1X, E9.4, ' ) ' )) )
20 CONTINUE
WRITE(NO,30)
30 FORMAT( 1H1 ,////, 6X, 'HYDRAULIC CONDUCTIVITY AND MOISTURE RETENTION'
1 ,' PARAMETERS'.//.
1 3X, 'NODE' ,8X, 'CONDS' , 8X , 'PENTR' ,8X, 'BPARA' ,8X, 'RATIO' ,/,
2 15X. 'CM/HR' ,7X, 'CM H20 ' ,/)
DO 40 1=1 .NNTOT
WRITE (NO, 35) I , CONDS ( I ) , PENTR( I ) ,BPARA( I ) , RATIO ( I )
35 FORMAT(3X, I5,4(3X, F1O.4) )
40 CONTINUE
WRITE(N0.45) IFLAGL , I FLAGR
45 FORMAT( 1H1 ,////, 6X. 'CONTROL FLAG FOR BOUNDARY CONDITION'./.
1 6X,'IFLAGL= ' .I3.3X. 'IFLAGR= ',13)
WRITE(NO.SO) DS1.DS2
50 FORMAT( 1H0.5X, 'BOUNDARY CONDITIONS './, 6X , 'OS 1 = ',
1 F10.4.3X. 'DS2= ' ,F10.4)
WRITE(NO,55) IBC
55 FORMAT( 1H0.5X, 'NUMBER OF APPLICATIONS OF WATER FLUX TO'
1 ,' STUDY FIELD' ,/,6X, 'IBC = '.I5.//.GX.
2 'APPLICATION PERIOD ', 3X . 'TURN ON TIME ', 3X ,' TURN OFF TIME',
3 3X, 'WATER FLUX' ,/)
ESTA001
ESTA002
ESTA003
ESTA004
ESTA005
ESTA006
ESTA007
ESTA008
ESTA009
ESTA010
ESTA011
ESTA012
ESTA013
ESTA014
ESTA015
ESTA016
ESTA017
ESTA018
ESTA019
ESTA020
ESTA021
ESTA022
ESTA023
ESTA024
ESTA025
ESTA026
ESTA027
ESTA028
ESTA029
ESTA030
ESTA031
ESTA032
ESTA033
ESTA034
ESTA035
ESTA03S
ESTA037
ESTA038
ESTA039
ESTA040
ESTA041
ESTA042
ESTAO43
ESTA044
ESTA045
ESTA046
ESTA047
ESTA048
ESTA049
ESTA050
ESTA051
ESTA052
ESTA053
ESTA054
ESTA055
ESTA056
ESTA057
ESTAO58
ESTA059
ESTA060
ESTA061
ESTA062
ESTA063
ESTA064
ESTA065
ESTA066
ESTA067
ESTA068
ESTA069
ESTA070
117
-------
DO 65 I = 1,IBC
WRITE(NO,60) I,ON(I),OFF(I).FLUX(I)
60 FORMAT(13X,15.10X,F10.2,4X,F10.2,4X,F10.6)
65 CONTINUE
WRITE(NO,70) TDEL.TMAX.PRT1,PSTED
70 FORMAT(1HO,5X,'PARAMETERS FOR INTEGRATION AND OUTPUT',/,
1 6X,'TIME STEP FOR INTEGRATION:',9X,' TDEL = ',F12.2,1X,'HR',/,
2 6X,'MAXIMUM TIME PERIOD FOR SIMULATION: TMAX = ',F12.2,1X,'HR',
3 /,6X,'PRINTOUT INTERVAL:',17X,' PRT1 = ',F12.2,1X,'HR',/.
4 6X, 'STEADY ASSUMPTION:',17X,' PSTED = ',E12.4, 1X, ' CM OF WATER')
WRITE(NO,75) TIME
75 FORMAT(1H1,////,' SOIL WATER PRESSURE AT TIME = ',
1E12.4,' HOUR')
DO 90 1=1,NNROW
WRITE(NO,80)I,(ST3(J),J=1.NNCOL)
80 FORMAT(1X,'ROW NUMBER =',I3/,(10E12.4))
90 CONTINUE
RETURN
END
ESTA071
ESTA072
ESTA073
ESTA074
ESTA075
ESTA076
ESTA077
ESTA078
ESTA079
ESTA080
ESTA081
ESTA082
ESTA083
ESTA084
ESTA085
ESTA086
ESTA087
ESTA088
ESTA089
ESTAO90
ESTA091
ESTA092
118
-------
APPENDIX C
LISTING OF COMPUTER PROGRAM OF
THE TRANSPORT MODEL
119
-------
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
MAIN PROGRAM
PROGRAM TRANSPORT : VERSION 1.0
COMMON/MISC/TITLE(20),CFMT(20),DFMT(20),EFMT(20),NI,NO,
1 NH.IFLAGT,I FLAGS,I STATE.IDEG,IPARAM
COMMON B(6000)
C
C
C
C
C
C
C
IBM 370 SYSTEM SUBROUTINE TO SUPPRESS UNDERFLOW WARNINGS
IF USING A NON IBM SYSTEM SUBSTITUTE THIS SUBROUTINE FOR THE ONE
IN YOUR SYSTEM IF AVAILABLE, OR DELETE THE CALL
CALL ERRSET(207,260,-1,1,0,208)
SETUP INPUT OUTPUT LOGICAL UNITS
NI = INPUT UNIT NUMBER TO READ DATA FILE
NO = OUTPUT UNIT NUMBER FOR HARDCOPY
NH = INPUT UNIT NUMBER TO READ BINARY FILE
NI = 5
NO = 6
NH = 71
INITIALIZE NON-LABELLED COMMON
IGREAT = 6000
DO 120 I = 1.IGREAT
B(I) = 0.0
120 CONTINUE
WRITE(NO,90)
90 FORMAT(1H1,////,10X,'HYDRAULIC AND POLLUTANT EVALUATION MODEL'
1 ,/, 11X, 'POLLUTANT TRANSPORT PROGRAM : VERSION 1.0')
READ AND PRINT PROBLEM TITLE
READ(NI.IOO) (TITLE(I),I=1,20)
100 FORMAT (20A4)
WRITE(NO,200) (TITLE(I ) , 1 = 1,20)
200 FORMAT(///,5X,20A4)
READ AND PRINT GEOMETRY PARAMETERS AND NO OF REACTIONS
READ(NI,300) NROW.NCOL
300 FORMAT(2I5)
WRITE(NO,400) NROW.NCOL
400 FORMAT(//.5X,'NUMBER OF ROWS =',I5,//,5X,
1 'NUMBER OF COLUMNS ='.I5)
READ(NI,500) M
500 FORMAT(I2)
WRITE(NO,600) M
600 FORMAT(///,5X,'NUMBER OF DIFFERENT REACTIONS IN THE SOLID PHASE =
1 .15)
READ(NI,650)IFLAGT,I FLAGS,IPARAM,IDEG
650 FORMAT(4I2)
WRITE(NO,660)IDEG.IFLAGT,I FLAGS.IPARAM
660 FORMAT(///,5X,'FLAG FOR DEGRADATION IN THE LIQUID PHASE : ',
1 I3.//.4X,' FILE INPUT OPTION : ',I3,//,
2 4X,' STEADY STATE PRESSURE DISTRIBUTION OPTION : ',I3,//.
3 4X,' CHANGE PARAMETER FLAG OPTION : ',13)
CALCULATION OF PARAMETERS FOR FINITE ELEMENT CONFIGURATION
AND SIZES OF VARIABLE-DIMENSIONED ARRAYS
SIZE OF ARRAYS APPEARS IN ( )
MAIN001
MAIN002
MAIN003
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MA I N016
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MAIN049
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MAIN059
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MAIN062
MAIN063
MAIN064
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MAIN070
120
-------
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
c
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c
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c
CALCULATE STARTING LOCATIONS OF ONE-DIMENSIONAL ARRAYS
IATOT = STARTING LOCATION OF ATOT(NCOL)
ICFB = STARTING LOCATION OF CFB(NCOL)
ICFL = STARTING LOCATION OF CFL(NROW)
ICFR = STARTING LOCATION OF CFR(NROW)
ICIB = STARTING LOCATION OF CIB(NCOL)
ICIL = STARTING LOCATION OF CIL(NROW)
ICIR = STARTING LOCATION OF CIR(NROW)
IOLD = STARTING LOCATION OF OLD(NCOL)
IVEL = STARTING LOCATION OF VEL(NCOL)
IATOT = 1
ICFB = IATOT + NCOL
ICFL = ICFB + NCOL
ICFR = ICFL + NROW
ICIB = ICFR + NROW
ICIL = ICIB + NCOL
ICIR = ICIL + NROW
IOLD = ICIR + NROW
IVEL = IOLD + NCOL
CALCULATE STARTING LOCATIONS OF TWO-DIMENSIONAL ARRAYS
IBPARA = STARTING LOCATION OF BPARA(NRC)
ICN = STARTING LOCATION OF CN(NRC)
ICNM = STARTING LOCATION OF CNM(NRC)
ICNMP = STARTING LOCATION OF CNMP(NRC)
ICO = STARTING LOCATION OF CO(NRC)
ICONDI = STARTING LOCATION OF CONDI(NRC)
ICONDS = STARTING LOCATION OF CONDS(NRC)
IDELX = STARTING LOCATION OF DELX(NRC)
IDELY = STARTING LOCATION OF DELY(NRC)
IOXI = STARTING LOCATION OF OXI(NRC)
IOXNM = STARTING LOCATION OF OXNM(NRC)
IQYI = STARTING LOCATION OF OYI(NRC)
IOYNM = STARTING LOCATION OF OYNM(NRC)
IPENTR = STARTING LOCATION OF PENTR(NRC)
IPRESI = STARTING LOCATION OF PRESI(NRC)
IRATIO = STARTING LOCATION OF RATIO(NRC)
ISO = STARTING LOCATION OF SD(NRC)
ISDNM = STARTING LOCATION OF SDNM(NRC)
ISORTN = STARTING LOCATION OF SORTN(NRC)
ITNAME = STARTING LOCATION OF TNAME(M,3)
IX = STARTING LOCATION OF X(NRC)
IY = STARTING LOCATION OF Y(NRC)
I2ETAI = STARTING LOCATION OF ZETAI(NRC)
I2ENM = STARTING LOCATION OF ZENM(NRC)
ICDEG = STARTING LOCATION OF CDEG(NRC)
IDEGRA = STARTING LOCATION OF DEGRAD(NRC)
ITOTAL = STARTING LOCATION OF CONTOT(NRC)
IF THERE IS NO DEGRADATION IN THE SOLID PHASE THEN SET MO EQUAL
TO 1 SO THE ARRAYS IN TRANSPORT ARE WELL DIMENSIONED
MO = M
IF(M.EO.O) MO = 1
NRC= NROW*NCOL
IBPARA = IVEL + NCOL
ICN = IBPARA + NRC
ICNM = ICN + NRC
ICNMP = ICNM + NRC
ICO = ICNMP + NRC
ICONDI = ICO + NRC
ICONDS = ICONDI + NRC
IDELX = ICONDS + NRC
MAIN071
MAIN072
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MAIN074
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MAIN080
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MAIN1 10
MAIN1 1 1
MAIN112
MAIN1 13
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MAIN1 15
MAIN1 16
MAIN117
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121
-------
IDELY
IOXI
IQXNM =
IQYI
IQYNM
IPENTR =
IPRESI =
IRATIO =
ISO
ISDNM
ISORTN =
ITNAME =
IX =
IY
IZETAI =
IZENM
ICDEG
IDEGRA =
ITOTAL =
CALCULATE
IA =
IPC
IA
IPC
IMAX =
IDELX +
IDELY *•
IQXI +
IQXNM •*•
IQYI +
IQYNM +
IPENTR +
IPRESI +
IRATIO +
ISO +
ISDNM +
ISORTN +
ITNAME +
IX +
IY +
IZETAI +
IZENM +
ICDEG +
IDEGRA +
STARTING
STARTING
STARTING
ITOTAL
IA +
IPC +
NRC
NRC
NRC
NRC
NRC
NRC
NRC
NRC
NRC
NRC
NRC
NRC
3*MO
NRC
NRC
NRC
NRC
NRC
NRC
LOCATIONS OF THREE-DIMENSIONAL ARRAYS
LOCATION OF A
LOCATION OF PC
+ NRC
MO*NRC
MO*NRC + 40
c
c
c
c
PRINT SPACE ALLOCATION AND REQUIREMENTS
WRITE (NO.680) IGREAT.IMAX
68O FORMAT(///,5X,'SPACE ALLOCATED IN BLANK COMMON ARRAY 2
1 16,/,5X,'SPACE REQUIRED (IMAX)',19X,' = ',16)
C
C
C
PROGRAM STOPS IF COMMON REQUIREMENT EXCEEDS
SPACE ALLOCATED
IF(IMAX.LT.IGREAT) GO TO 1
WRITE (6,700) IGREAT.IMAX
700 FORMAT(1H1,///,5X. '*** PROGRAM TERMINATED ***',////,5X.70( "
1 5X,'» COMMON REQUIREMENT EXCEEDS SPACE ALLOCATED IN BLANK'.
2 ' COMMON ARRAY Z »'./,5X,70('*').///,5X.'SPACE ALLOCATED =
3 /,5X,'SPACE REQUIRED = ',16)
GO TO 2
1 CONTINUE
TRANSFER CONTROL TO SUBROUTINE TRANS
CALL TRANStB(IATOT).B(ICFB),B(ICFL),B(ICFR),BCCIB),B(ICIL),
1 B(ICIR) ,B(IOLD),B(IVEL).B(IBPARA),B(ICN),B(ICNM),
2 B(ICNMP) ,B(ICO),B(ICONDI),B(ICONDS),B(IDELX).B(IDELY).
3 B(IQXI).B(IOXNM),B(IQYI),B(IQYNM),B(IPENTR),B(IPRESI/,
4 B(IRATIO).B(ISO),B(ISDNM),B(ISORTN),B(ITNAME),B(IX).B(IY).
5 B(IZETAI),B(IZENM),B(ICDEG),B(IDEGRA),B(ITOTAL ) ,B(IA).
6 B(IPC),NROW,NCOL,M,MO)
STOP
END
.16,
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MA IN 176
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MAIN2O1
MAIN202
122
-------
.SUBROUTINE TRANS.
C
C
C
C
C
C
C
C
C
SUBROUTINE TRANS(ATOT,CFB.CFL.CFR,CIB,CIL,CIR,OLD,VEL.
1 BPARA,CN,CNM,CNMP,CO.CONDI,CONDS,DELX,DELY,OX I,QXNM,QYI,
2 OYNM,PENTR,PRESI,RATIO,SO,SDNM,SORTN,TNAME.X,Y,ZETAI.ZENM,
3 CDEG,DEGRAD,CONTOT.A,PC,NROW,NCOL,M,MO)
COMMON B(6000)
SETUP ONE-DIMENSIONAL ARRAYS
DIMENSION ATOT(NCOL),CFB(NCOL),CFL(NROW),CFR(NROW).CIB(NCOL),
1 CIL(NROW),CIR(NROW),OLD(NCOL),ON(20),OFF(20).VEL(NCOL)
SETUP TWO-DIMENSIONAL ARRAYS
DIMENSION BPARA(NROW,NCOL),CN(NROW.NCOL),CNM(NROW,NCOL),
1 CNMP(NROW.NCOL),CO(NROW.NCOL).CONDI(NROW,NCOL ) ,
2 CONDS(NROW,NCOL),DELX(NROW,NCOL),DELY(NROW,NCOL),
3 OXI(NROW,NCOL),QXNM(NROW,NCOL),OYI(NROW,NCOL),
4 OYNM(NROW,NCOL),PENTR(NROW,NCOL),PRESI(NROW.NCOL),
5 RAT10(NROW,NCOL),SD(NROW,NCOL),SDNM(NROW,NCOL).
6 SORTN(NROW,NCOL),TNAME(MO,3),X(NROW,NCOL),Y(NROW.NCOL),
7 ZETAI (NROW,NCOL),ZENM(NROW,NCOL),CDEG(NROW,NCOL),
8 DEGRAD(NROW.NCOL),CONTOT(NROW,NCOL)
SETUP THREE-DIMENSIONAL ARRAYS
DIMENSION A(MO.NROW,NCOL),PC(MO,NROW,NCOL)
COMMON/MISC/TITLE(20),CFMT(20),DFMT(20),EFMT(20),NI,NO,
1 NH,IFLAGT.IFLAGS.ISTATE.IDEG,IPARAM
COMMON /BLK2/ON.OFF,IBC.CONC
COMMON /BLK3/RU.DELT
GROUP I INPUT DATA
GEOMETRY AND NODAL PARAMETERS
READ INPUT FORMAT FOR NODES IN (X.Y) PAIRS
IF(IFLAGT.EQ.1) READ(NI,400)(CFMT(I),I=1,20)
400 FORMAT(2OA4)
READ GLOBAL COORDINATES OF ALL NODES IN (X,Y) PAIRS
IF(IFLAGT.EO.1)
1 READ(NI,CFMT)((X(I.J).Y(I.J).d=1.NCOL).1=1,NROW)
IF(IFLAGT.NE.O) GO TO 420
DO 420 1=1.NROW
READ(NH)(X(I,J),Y(I,J).d=1,NCOL)
420 CONTINUE
PRINT GLOBAL COORDINATES OF ALL NODES IN (X.Y) PAIRS
WRITE(NO,125)
125 FORMAT(1H1)
DO 8 1=1.NROW
WRITE(NO,107)I,(X(I,J),Y(I,J),J=1,NCOL )
107 FORMAT(1H0.4X.'GLOBAL COORDINATES, (X.Y) OF ROW ='.
1 12.1X,' (ALL UNITS IN CM)'./.(IX,4(5X.
2 '( ' .E9.4, '. ',1X.E9.4. ' ) ' )))
8 CONTINUE
GROUP II INPUT DATA
SOIL PROPERTIES AND MOISTURE RETENTION PARAMETERS
READ AND PRINT SOIL DENSITY, SATURATED CONDUCTIVITY,
AIR ENTRY LEVEL. B PARAMETER, AND
TRAN001
TRAN002
TRAN003
TRAN004
TRANOO5
TRAN006
TRAN007
TRAN008
TRAN009
TRAN01O
TRAN011
TRAN012
TRAN013
TRAN014
TRAN015
TRAN016
TRAN017
TRAN018
TRAN019
TRAN020
TRAN021
TRAN022
TRAN023
TRAN024
TRAN025
TRAN026
TRAN027
TRAN028
TRAN029
TRAN030
TRAN031
TRAN032
TRAN033
TRAN034
TRAN035
TRAN036
TRAN037
TRAN038
TRAN039
TRANO4O
TRAN041
TRAN042
TRAN043
TRAN044
TRAN045
TRAN046
TRAN047
TRAN048
TRAN049
TRAN050
TRAN051
TRAN052
TRAN053
TRAN054
TRAN055
TRAN056
TRAN057
TRAN058
TRAN059
TRAN060
TRAN061
TRAN062
TRAN063
TRAN064
TRAN065
TRAN066
TRAN067
TRAN068
TRAN069
TRAN070
123
-------
SATURATED WATER CONTENT RATIO AT ALL GLOBAL NODES
READ(NI,710) RU
710 FORMAT(FIO.O)
WRITE(NO,106) RU
106 FORMAT(1H1, 4X,'RU = '.F10.4,2X,'GRAM/CM-3')
WRITE(NO,711)
711 FORMAT(1H0.4X.'CONDUCTIVITY (CM/HR), AIR ENTRY LEVEL (CM). ' ,
1 'EXPONENT B, AND SATURATED WATER CONTENT AT GRID POINT (I,J)')
IF(IFLAGT.EO.1)
1 READ(NI,712) ((CONDS(I,J) .PENTR(I.J),BPARA(I.d) ,RATIO(I.J),
2 J=1,NCOL),I=1,NROW)
712 FORMAT(4F10.0)
IFllFLAGT.EQ.O)
1 READ(NH) ((CONDSd ,d),PENTRd ,d),BPARAd ,d) ,RATIO(I ,d) ,
2 1=1,NROW),d=1,NCOL)
DO 50 1 = 1 ,NROW
DO 50 J=1,NCOL
WRITE(NO,228)I,d,CONDS(I,d).PENTRd.J),BPARA(I.J),
1 RATIOd.d)
228 FORMAT(6X,'I = ',I4.5X,'d
50 CONTINUE
= '.I4.5X.4F10.4)
',F10.4,' PPM')
GROUP III INPUT DATA
CHEMISTRY PROPERTIES
READ(NI,714) CONC
714 FORMAT(FIO.O)
WRITE(NO,716) CONC
716 FORMAT(1H1,4X,'POLLUTANT CONCENTRATION
READ(NI,714) PH
WRITE(NO,113) PH
113 FORMAT(1H0.4X,'PH = '.F8.2)
READ INPUT FORMAT FOR CHEMISTRY PROPERTIES
READ(NI,718)(DFMT(I),1=1,20)
718 FORMAT(20A4)
READ REACTION PROPERTIES
IF(M.LT.1) GO TO 4
DO 123 1 = 1 ,M
READ(NI,105) (TNAME(I,N),N=1,3)
105 FORMAT(18A4)
DO 123 d=1,NROW
READ(NI, DFMTMAd.d.K),K=1,NCOL)
123 CONTINUE
DO 4 1 = 1 ,M
WRITE(NO,124) (TNAME(I,N),N=1,3)
124 FORMAT(1H1,4X, 'REACTION RATE OF',1X,3A4, 1X,
1 'IN HOUR-1 AT EVERY GRID POINT')
DO 4 0=1,NROW
WRITE(NO,321)d,(A(I,J,K).K=1,NCOL)
312 FORMAT(1H0.4X,'ROW tt =',12,/,(5X,10F10.4 ) )
321 FORMAT(1H0.4X,'ROW tt =',12./,(5X,10F10.5))
4 CONTINUE
IF(IDEG.EO.O) GO TO 254
READ(NI,DFMT)((DEGRAD(I, d),d=1 ,NCOL) ,1 = 1,NROW)
WRITE(NO,252)
252 FORMAT(1H1,4X,'DEGRADATION RATE IN THE LIQUID PHASE'.
1 IX.'AT EVERY GRID POINT (I.d) IN HR-1')
DO 253 1=1.NROW
WRITE(NO,321) I , (DEGRADd , d) , d= 1 , NCOL )
253 CONTINUE
254 WRITE(NO,122)
READ(NI.DFMT)((SD(I,J),J=1,NCOL).1=1.NROW)
122 FORMAT(1H1,4X,'PARTITION COEFFICIENT OF GRID POINT (I.d)')
DO 5 1=1,NROW
TRAN071
TRAN072
TRAN073
TRAN074
TRAN075
TRAN076
TRAN077
TRAN078
TRAN079
TRAN080
TRAN081
TRAN082
TRAN083
TRAN084
TRAN085
TRAN086
TRAN087
TRAN088
TRANO89
TRAN090
TRAN091
TRAN092
TRAN093
TRAN094
TRAN095
TRAN096
TRAN097
TRAN098
TRAN099
TRAN100
TRAN101
TRAN102
TRAN103
TRAN104
TRAN105
TRAN106
TRAN107
TRAN1O8
TRAN109
TRAN110
TRAN111
TRAN1 12
TRAN113
TRAN114
TRAN115
TRAN116
TRAN117
TRAN118
TRAN1 19
TRAN120
TRAN121
TRAN122
TRAN123
TRAN124
TRAN125
TRAN126
TRAN127
TRAN128
TRAN129
TRAN13O
TRAN131
TRAN132
TRAN133
TRAN134
TRAN135
TRAN136
TRAN137
TRAN138
TRAN139
TRAN140
124
-------
WRITE(NO,312)I,(SD(I,J),J=1,NCOL)
5 CONTINUE
GROUP IV INPUT DATA
BOUNDARY AND INITIAL CONDITIONS
READ(NI,121) IFLAGL.IFLAGR.IFLAGB
121 FORMAT(10I5)
WRITE(NO,229) IFLAGL.IFLAGR.IFLAGB
229 FORMAT(1H1,4X.'IFLAGL = ',13.5X,
1 'IFLAGR = ',I4,5X,'IFLAGB = ',14)
IF(IFLAGL.EO.O) GO TO 11
READ(NI.121) NIL,NFL
WRITE(NO,230)NIL,NFL
230 FORMAT(1H0.4X,'NIL = ',2X,14,5X,'NFL = ',14)
READ(NI,499)(CIL(I),I=NIL,NFL)
WRITE(NO,231)(CIL(I),I=NIL,NFL)
231 FORMAT(1H0.4X,
1 'INPUT CONCENTRATION ON THE LEFT BOUNDARY AT TIME=0.0',
2 ' IN PPM',/.5X,'FROM ROW NIL TO ROW NFL',/.(5X,5F10.4))
READ(NI,499) (CFL(I),I=NIL,NFL)
499 FORMAT(6F10.0)
WRITE(NO,232) (CFL(I),I=NIL,NFL)
232 FORMAT(1H0.4X,
1 'INPUT CONCENTRATION ON THE LEFT BOUNDARY AT MAXIMUM TIME'
2 ' IN PPM',/,5X,'FROM ROW NIL TO ROW NFL',/,
3 (5X.5F10.4))
11 IF(IFLAGR.EO.O)GO TO 12
READ(NI,121) NIR.NFR
WRITE(NO,233) NIR.NFR
233 FORMAT(1H0.4X,'NIR = ',I4,5X,'NFR =',I4)
READ(NI,498) (CIR(I),I=NIR,NFR)
498 FORMAT(6F10.0)
WRITE(NO,234) (CIR(I),I=NIR,NFR)
234 FORMAT(1H0.4X,
1 'INPUT CONCENTRATION ON THE RIGHT HAND SIDE BOUNDARY',
2 ' AT TIME = O.O IN PPM',/, 5X,'FROM ROW NIR TO ROW NFR'./.
3 (5X.5F1O.4))
READ(NI,498)(CFR(I),I=NIR,NFR)
WRITE(NO,235) (CFR(I).I=NIR,NFR)
235 FORMAT(1H0.4X,
1 'INPUT CONCENTRATION ON THE RIGHT HAND SIDE BOUNDARY AT ',
2 'MAXIMUM TIME (PPM)',/,5X,'FROM ROW NIR TO ROW',
3 ' NFR'./.(5X.5F10.4))
12 IF(IFLAGB.EQ.O) GO TO 13
READ(NI,121) NIB,NFS
WRITE(NO.236)NIB,NFB
236 FORMAT(1H0.4X.'NIB = ',I4,5X,'NFB = ',14)
READ(NI,498) (CIB(I),I=NIB,NFB)
WRITE(NO,237) (CIB(I),I=NIB,NFB)
237 FORMAT(1H0.4X,
1 'INPUT CONCENTRATION ON THE BOTTOM BOUNDARY AT',
2 ' TIME =0.0 IN PPM',/,5X,'FROM COLUMN NIB TO COLUMN NFB',/,
3 (5X.5F10.4))
READ(NI,498) (CFB(I),I=NIB,NFB)
WRITE(NO,238)(CFB(I),I=NIB,NFB)
238 FORMAT(1H0.4X,
1 'INPUT CONCENTRATION ON THE BOTTOM BOUNDARY AT MAXIMUM TIME'
2 ' IN PPM'./.SX.' FROM COLUMN NIB TO',
3 ' COLUMN NFB'./.(5X.5F10.4))
13 CONTINUE
IF(IFLAGT.EO.O) READ(NH) IBC
IF(IFLAGT.EO.O) READ(NH) (ON(I),OFF(I),I=1,IBC)
IF(IPARAM.EQ.1) READ(NI,102) IBC
102 FORMATU5)
WRITE(NO,115)IBC
115 FORMAT(1H1,4X,'IBC = ',15)
TRAN141
TRAN142
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TRAN145
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TRAN148
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TRAN150
TRAN151
TRAN152
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TRAN161
TRAN162
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TRAN164
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TRAN166
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TRAN168
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TRAN171
TRAN172
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TRAN2O4
TRAN205
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TRAN2O7
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125
-------
c
c
c
c
c
c
c
c
IF(IPARAM.EQ.I) READ(NI,720) (ON(I).OFF(I),I=1,IBC)
720 FORMAT(2F10.0)
WRITE(NO,108) (ON(I),OFF(I),1=1,IBC)
108 FORMAT(1H0.4X,'APPLICATION PERIOD OF POLLUTANT IN HOUR'/
1 (6X,F10.4,5X,F12.4))
IF(IFLAGT.EO.O) READ(NH) DS1.DS2
IF(IPARAM.EO.1) READ(NI,722) DS1.DS2
722 FORMAT(2F10.0)
WRITE(NO,119) DS1,DS2
119 FORMAT( 1H0.4X,'STARTING LOCATION DS1 = '.F10.2,2X,'CM'./,
1-5X,'ENDING LOCATION DS2 = ',F10.2,2X.'CM')
GROUP V INPUT DATA
TIME INTEGRATION AND OUTPUT PARAMETERS
DELT IS THE PRINTING INTERVAL IN HYDRAUL OUTPUT FILE
IF(IFLAGT.EO.O) READ(NH) DELT
IF(IPARAM.EO.1) READ(NI,724) DELT
READ(NI,724) TMAX
724 FORMAT(2F10.0)
WRITE(NO,109) DELT,TMAX
109 FORMAT(1H1,4X,'PARAMETERS FOR INTEGRATION AND OUTPUT',/.
1 SX.'TIME STEP FOR INTEGRATION:',9X.' DELT =
2 5X,'MAXIMUM TIME PERIOD FOR SIMULATION: TMAX
READ(NI,726) PER 1 ,PRT1,PRT2
726 FORMAT(3F10.0)
WRITE(NO,116) PER1,PRT1,PRT2
116 FORMAT(1HO,
1 4X,'PIVOT POINT FOR PRINTOUT = '.F10.2,/.
2 5X,'PRINT INTERVAL BEFORE PIVOT = '.F10.2,/,
3 5X,'PRINT INTERVAL AFTER PIVOT = '.F10.2)
'.F12.2.1X.-HR',/
= ',F12.2,1X,'HR
C
C
C
C
C
PROGRAM INITIALIZATION
TIMEI=O.O
TIMEF=TMAX
DO 3 I=1,NROW
DO 3 d=1,NCOL
CO(I,J)=0.0
3 CONTOTd, J)=0.0
DO 22 I=1,M
DO 22 0=1,NROW
DO 22 K=1,NCOL
22 PC(I,J,K)=0.0
DO 26 1=1,NROW
DO 26 J=1,NCOL
CDEG(I,0)=0.0
26 SORTN(I,d)=0.0
PDIS=0.0
TIME=0.0
DAY=TIME/24.0
PRT=PRT1
KPD=1
DO 1 J=1,NCOL
1 ATOT(d)=0.0
IF(M.LT.1) GO TO 2
DO 2 J=1,NCOL
DO 2 K=1 ,M
ATOT(j)=ATOT(d) + A(K,1,J)
2 CONTINUE
GROUP VI INPUT DATA
PRESSURE DISTRIBUTION
TRAN211
TRAN212
TRAN213
TRAN214
TRAN215
TRAN216
TRAN217
TRAN218
TRAN219
TRAN220
TRAN221
TRAN222
TRAN223
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TRAN23O
TRAN231
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TRAN237
) TRAN238
TRAN239
TRAN240
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126
-------
INITIAL, TIME VARIABLE, AND OR STEADY STATE
C
C
C
READ FORMAT FOR PRESSURE DISTRIBUTION
IF(IFLAGT.EO.1) READ(NI,732)(EFMT(I),1=1,20)
732 FORMAT(20A4)
READ IN PRESSURE DISTRIBUTION
3921 CONTINUE
IF(IFLAGT.EO.I)
1 READ(NI.EFMT) ((PRESI(I,J),1=1,NROW),J=1.NCOL)
IF(IFLAGT.EO.O)
1 READ(NH) ((PRESKI,J),1=1.NROW),J=1,NCOL)
WRITE(NO,240)
240 FORMAT(1H1,4X,'PRESSURE DISTRIBUTION—CM OF WATER')
WRITE(NO,205) DAY
205 FORMAT(1H0.4X,'TIME = '.E15.6,' DAYS')
DO 55 1=1,NROW
WRITE(NO,312)1,(PRESI(I,J),J=1,NCOL)
55 CONTINUE
READ THE STEADY STATE CRITERIA FLAG
IF(IFLAGT.EO.1 )
1 READ(NI,500) ISTATE
500 FORMATU2)
IF(IFLAGT.EO.O)
1 READ(NH) ISTATE
WRITE(NO,1111) ISTATE
1111 FORMAT(//,4X,' STEADY STATE CRITERIA
15X,'STILL UNSTEADY = 1')
C
C
C
.15, 15X,'STEADY STATE = 0'
C
C
C
C
C
C
C
END OF ALL INPUT DATA, CALCULATION BEGINS
CALCULATE WATER FLUX AND WATER CONTENT
THE FOLLOWING IS VALID FOR GENERAL ISOPARAMETRIC ELEMENT
DO 3O2 1=1, NROW
DO 302 J=1,NCOL
T1=PRESI(I, J)
CALL STRUC(I . J.T1 , T2 , T3 , CONDS , PENTR , BPARA , RATIO , NROW . NCOL )
CONDKI, J)=T2
ZETAI(I.J)=T3
302 CONTINUE
CALL FLUX (PRESI , CONDI ,QXI,QYI , NROW, NCOL , X , Y )
PRINT INITIAL CONDITION
*
WRITE(NO,745)
745 FORMAT( 1H1 )
WRITE(NO,205) DAY
DO 3101 1=1 .NROW
WRITE (NO, 1070) I , (QXI ( I , J) , QYI ( I , J ) , J= 1 ,NCOL)
1070 FORMAT( 1H0.4X, 'WATER FLUX AT GRID POINT (I.J) OF ROW # =',
3101 CONTINUE
WRITE(NO,3103)
3103 FORMAT( 1H1 ,4X, 'WATER CONTENT RATIO AT GRID POINT (I.J)')
WRITE(NO,205) DAY
DO 3102 1=1, NROW
WRITE (NO, 3 12) I, (ZETAI(I , J) . J=1 .NCOL)
3102 CONTINUE
IF(TIME.NE.O.O) GO TO 3922
WRITE(NO, 103) DAY
103 FORMAT( 1H1 ,4X, 'TIME = '.E15.6,' DAY'.SX.
1 'SOLUTION CONCENTRATION (PPM)')
DO 311 1=1 .NROW
WRITE(NO,312)I,(CO(I.J),J=1,NCOL)
TRAN281
TRAN2*82
TRAN283
TRAN284
TRAN285
TRAN28S
TRAN287
TRAN288
TRAN289
TRAN290
TRAN291
TRAN292
TRAN293
TRAN294
TRAN295
TRAN296
TRAN297
TRAN298
TRAN299
TRAN300
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TRAN302
TRAN303
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TRAN3C5
TRAN306
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TRAN308
TRAN309
TRAN310
TRANS 11
TRAN312
TRAN313
TRAN314
TRAN315
TRAN316
TRANS 17
TRAN318
TRAN319
TRAN320
TRAN321
TRAN322
TRAN323
TRAN324
TRAN325
TRAN326
TRAN327
TRAN328
TRAN329
TRAN330
TRAN331
TRAN332
TRAN333
TRAN334
TRAN335
TRAN336
TRAN337
TRAN338
TRAN339
TRAN34O
TRAN341
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TRAN344
TRAN345
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TRAN348
TRAN349
TRAN350
127
-------
c
c
c
311 CONTINUE
IF(M.LT.1) GO TO 16
DO 16 1 = 1.M
WRITE(NO,110) (TNAMECI,N).N=1,3)
110 FORMAT(1H1,4X,'DECREASE OF POLLUTANT IN THE SOLID PHASE'.
1 1X,'BY',3X,3A4,1X.' IN PPM')
DO 313 J=1,NROW
313 WRITE(NO,312) J . ( PC( I . d , K) ,K = 1 , NCOL )
16 CONTINUE
IF(IDEG.EO.O) GO TO 256
WRITE(NO,244)
244 FORMAT(1H1,4X.'DECREASE OF POLLUTANT BY DEGRADATION OF',
1 1X,'THE LIQUID PHASE' )
DO 255 1=1,NROW
WRITE(NO.312)1,(CDEG(I, d),d=1,NCOL)
255 CONTINUE
256 WRITE(NO.118)
118 FORMAT(1H1,4X,'INSTANTANEOUS ADSORPTION OF THE POLLUTANT'.
1 ' IN PPM BASED ON SOLID PHASE')
DO 314 I=1,NROW
314 WRITE(NO,3 12) I,(SORTNd.d),d=1,NCOL)
WRITE(NO,315)
315 FORMAT(1H1,4X,'TOTAL VOLUMETRIC CONCENTRATION OF THE POLLUTANT'
1 ' IN UG/CC OF SOIL' )
DO 316 1=1,NROW
316 WRITE (NO, 3 12) I , (CONTOT(I ,d),d=1 ,NCOL)
3922 CONTINUE
DO 317 1=1,NCOL
OLD(I)=ZETAI(1,I)
317 VEL(I)=QYI(1,I)/ZETAI(1,1)
EXCHANGE WATER FLUX AND WATER CONTENT
392 DO 32O 1=1,NROW
DO 320 J=1,NCOL
OXNM(I,d)=QXId,J)
QYNM(I,J)=QYI(I,d)
ZENM(I.J)=ZETAI(I,d)
CNM(I,J)=CO(I.J)
SDNM(I,J)=SD(I,J)
320 CONTINUE
CALCULATE THE LOCATION OF INTERSECTION OF THE CHARACTERISTICS
DO 336 K=1 ,2
DO 322 I=2,NROW
DO 322 J=1,NCOL
DELX(I, d) = -QXNMd,J)*DELT/(ZENM(I.J)+RU*SDNM(I,J))
DELY(I,J)=-OYNM(I,d)*DELT/(ZENM(I,d)+RU*SDNM(I,d))
322 CONTINUE
CALL BC(NROW.NCOL,DELX,DELY)
CALCULATION OF CONCENTRATION AT THE INTERSECTION POINTS
CALL INTER(CO.CNM.NROW,NCOL,DELX,DELY,X,Y )
CALL INTER(ZETAI,ZENM,NROW,NCOL,DELX,DELY,X,Y)
CALL INTER(OXI,OXNM.NROW,NCOL,DELX.DELY,X,Y )
CALL INTER(OYI.OYNM,NROW.NCOL,DELX.DELY.X,Y )
CALL INTER(SD,SDNM,NROW,NCOL.DELX.DELY,X,Y)
336 CONTINUE
CALCULATION OF CONCENTRATION AT T+DELT
DO 344 I=2,NROW
DO 344 d=1.NCOL
T1=DELT/(ZENM(I,d) + RU"SDNM(I,d))
CNMP(I,d)=0.0
IFdDEG.EO. 1) CNMP(I,d)=CNMP(I .d)+T1»ZENM(I ,d)»
1 CNM(I,d)*DEGRAD(I ,d)
C
r*
c
TRAN351
TRAN352
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TRAN362
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TRAN371
TRAN372
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TRAN375
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TRAN377
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TRAN379
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TRAN381
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TRAN385
TRAN386
TRAN387
TRAN388
TRAN389
TRAN390
TRAN391
TRAN392
TRAN393
TRAN394
TRAN395
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TRAN^OO
TRAN401
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TRAN4Q4
TRAN405
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TRAN410
TRAN411
TRAN412
TRAN413
TRAN414
TRAN415
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TRAN418
TRAN419
TRAN420
128
-------
IF(M.EO.O) GO TO 257
DO 3440 K=1,M
3440 CNMPd,d)=CNMPd,d) + T1*A(K,I,J)*CNM(I,J)*RU*SD(I,d )
257 CN(I,d)=CNM(I,J) - CNMP(I.J)
344 CONTINUE
TIME=TIME + DELT
ITER=1
: CALCULATION OF THE AVERAGE SLOPE
380 DO 911 I=2.NROW
DO 911 J=1,NCOL
T1=DELT/(ZETAI(I,d) + RU*SD(I.J))
IFdDEG.EO. 1 ) CNMP(I , J)=CNMP(I , d )+T 1 *ZETAI (I , d)*
1 CNd .d)*DEGRADd ,d)
IF(M.EO.O) GO TO 258
DO 9110 K=1,M
9110 CNMPd ,d)=T1*A(K, I ,d)*CNd ,d)*RU*SDd ,d) + CNMPd.d)
258 CNMPd ,d)=CNMd ,d) - 0.5*CNMP(I,J)
911 CONTINUE
: ITERATION OF CONCENTRATION AT T+DELT
DO 372 I=2,NROW
DO 372 0=1.NCOL
T1=ABS(CNMP(I,J) - CN(I,d))
IF(T1 .GT.1.OE-05) GO TO 374
372 CONTINUE
K=0
GO TO 376
374 K=1
376 DO 378 I=2.NROW
DO 378 d=1.NCOL
378 CN(I,d)=CNMP(I,d)
IF(K.LE.O) GO TO 913
DO 468 I=2,NROW
DO 468 d=1 ,NCOL
DELXd,d) = -0.5«(QXId.d)*DELT/(2ETAId,d) + RU*SDd,d))
1 + OXNM(I.d)*DELT/(ZENM(I.d) + RU*SDNM(I,d)))
DELYd,d) = -0.5*(QYId,d)*DELT/(2ETAI(I,d)+RU*SD(I,d))
1 + OYNMd,d)*DELT/(2ENM(I,d)+RU*SDNM(I,d)))
468 CONTINUE
IMPOSE BOUNDARY CONDITION
CALL BC(NROW,NCOL,DELX.DELY)
CALCULATION OF CONCENTRATION AT INTERSECTION POINTS
CALL INTER(CO,CNM.NROW,NCOL,DELX,DELY,X,Y)
CALL INTER(2ETAI,ZENM,NROW,NCOL.DELX,DELY,X,Y)
CALL INTER(OXI,OXNM,NROW,NCOL,DELX.DELY,X,Y)
CALL INTER(QYI,QYNM,NROW,NCOL.DELX,DELY,X,Y)
CALL INTER(SD,SDNM,NROW,NCOL,DELX,DELY,X,Y)
DO 914 I=2,NROW
DO 914 d=1,NCOL
CNMP(I.d)=0.0
T1 = DELT/(2ENM(I,d) + RU«SDNM(I,d))
IFdDEG.EO. 1) CNMP(I ,d)=CNMP(I , d )+T 1 *2ENMd , d ) *
1 CNM(I,d)*DEGRAD(I,d)
IF(M.EO.O) GO TO 914
DO 916 K=1,M
916 CNMP(I.d)=CNMP(I,d) + T1*A(K,I,d)*CNM(I,d)*RU*SD(I.d)
914 CONTINUE
ITER=ITER + 1
IF(ITER.LE.5) GO TO 380
913 DO 377 1=1,NCOL
TX = Y(2.I ) - Y(1 ,1 )
C
C
C
C
C
C
TRAN421
TRAN422
TRAN423
TRAN424
TRAN425
TRAN426
TRAN427
TRAN428
TRAN429
TRAN430
TRAN431
TRAN432
TRAN433
TRAN434
TRAN435
TRAN436
TRAN437
TRAN438
TRAN439
TRAN440
TRAN441
TRAN442
TRAN443
TRAN444
TRAN445
TRAN446
TRAN447
TRAN448
TRAN449
TRAN450
TRAN451
TRAN452
TRAN453
TRAN454
TRAN455
TRAN456
TRAN457
TRAN458
TRAN459
TRAN460
TRAN461
TRAN462
TRAN463
TRAN464
TRAN465
TRAN466
TRAN467
TRAN468
TRAN469
TRAN470
TRAN471
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TRAN473
TRAN474
TRAN475
TRAN476
TRAN477
TRAN478
TRAN479
TRAN480
TRAN481
TRAN482
TRAN483
TRAN484
TRAN485
TRAN486
TRAN487
TRAN488
TRAN489
TRAN490
129
-------
THETAO=OLD(I)
VELO=VEL(I)
VEL1=VEL(I)
THETA1=ZETAI(1,I)
C=CO(1,1)
TSOR=SD(1,1)
ACAL=ATOT(I)
TDEGRA = DEGRADd.I)
CALL SUFAS(TX,VELO,VEL1,THETAO,THETA1,KPD,C,CA,THETAA,
1 TIME,ICR.TSOR.ACAL,TDEGRA)
OLD(I)=THETAA
IF(X(1.I).LT.DS1.0R.X(1,I).GT.DS2) CN(1,I)=0.0
IF(X(1,1 ) .LE.DS2.AND.X(1,1).GE.DS1) CN(1,I)=CA
377 CONTINUE
IF(IFLAGL.EO.O) GO TO 37
DO 38 I=NIL,NFL
38 CN(I,1)=CIL(I)+(CFL(I)-CIL(I))«TIME/(TIMEF-TIMEI)
37 IF (IFLAGR.EO.O) GO TO 39
DO 40 I=NIR,NFR
4O CN(I,NCOL)=CIR(I)+(CFR(I)-CIR(I))*TIME/(TIMEF-TIMEI)
39 IF(IFLAGB.EQ.O) GO TO 41
DO 42 I=NIB,NFE
42 CN(NROW,I)=CIB(I)+(CFB(I)-CIB(I))*TIME/(TIMEF-TIMEI)
41 KPD=ICR
DO 379 I=1,NROW
DO 379 d=1,NCOL
379 SORTN(I,d)=CN(I,d)*SD(I,d)
: CALCULATION OF THE AMOUNT OF POLLUTANT CHANGES
: IN THE SOLID AND LIQUID PHASES BY VARIOUS REACTIONS
IF(M.EO.O) GO TO 259
DO 383 L=1.M
DO 383 I=1.NROW
DO 383 d=1 ,NCOL
383 PC(L,I,d)=PC(L,I.d)+0.5*A(L,I,d)»SD(I.d)*(CN(I,d)+CO(I,J))'DELT
259 IF(IDEG.EO.O) GO TO 261
DO 260 I=1,NROW
DO 260 d=1,NCOL
260 CDEG(I.J) = CDEG(I.d) + 0.5*DEGRAD(I,d)*(CN(I,d)+CO(I.d))
1 *DELT*ZETAI(I,d)
261 CONTINUE
DO 2610 1=1,NROW
DO 2610 d=1,NCOL
2610 CONTOT(I.d) = CN(I,d)*ZETAI(I,d) + SORTN(I,d)*RU
: EXCHANGE VALUES
IF (TIME-PRT) 382,384,384
384 DAY=TIME/24.0
IF(TIME.LT.PER1) PRT=PRT + PRT1
IF(TIME.GE.PER1 ) PRT = PRT ••• PRT2
WRITE(NO,103) DAY
DO 386 1=1,NROW
WRITE(NO,312)I,(CN(I,d),d=1 ,NCOL)
386 CONTINUE
WRITE(NO.118)
DO 387 I=1,NROW
387 WRITE(NO,312)I,(SORTN(I.d) ,d=1 ,NCOL)
IF(M.EO.O) GO TO 262
DO 385 I=1,M
WRITE(NO,110) (TNAME(I,N),N=1,3)
DO 385 d=1.NROW
385 WRITE(NO,312) d,(PC(I,d.K ) ,K= 1 ,NCOL )
262 IF(IDEG.EO.O) GO TO 264
WRITE(NO,244)
DO 263 1=1,NROW
TRAN491
TRAN492
TRAN493
TRAN494
TRAN495
TRAN496
TRAN497
TRAN498
TRAN499
TRAN50O
TRAN501
TRAN502
TRAN503
TRAN504
TRAN505
TRAN506
TRAN507
TRAN508
TRAN509
TRAN51O
TRAN51 1
TRANS 12
TRANS 13
TRAN514
TRAN515
TRAN516
TRAN517
TRAN518
TRAN519
TRAN52O
TRAN521
TRAN522
TRAN523
TRAN524
TRAN525
TRAN526
TRAN527
TRAN528
TRAN529
TRAN530
TRAN531
TRAN532
TRAN533
TRAN534
TRAN535
TRAN536
TRAN537
TRAN538
TRAN539
TRAN540
TRAN541
TRAN542
TRAN543
TRAN544
TRAN545
TRAN546
TRAN547
TRAN548
TRAN549
TRAN550
TRAN551
TRAN552
TRAN553
TRAN554
TRAN555
TRAN556
TRAN557
TRAN558
TRAN559
TRAN560
130
-------
263 WRITE(NO,312) I . (CDEG(I,J) ,d=1.NCOL) TRAN561
264 WRITE(NO,315) TRAN562
DO 265 I=1,NROW TRAN563
265 WRITE(NO,312) I.(CONTOT(I,J),J=1,NCOL) TRAN564
C TRAN565
382 IF(TIME.GT.TMAX) GO TO 388 TRAN566
C TRAN567
DO 390 I=1,NROW TRAN568
DO 390 J=1.NCOL TRAN569
CO(I.J)=CN(I.J) TRAN570
390 CONTINUE TRAN571
C TRAN572
IF(ISTATE.EO.O) IFLAGS=0 TRAN573
IF(IFLAGS.EQ.O) GO TO 392 TRAN574
DAY = TIME/24.0 TRAN575
GO TO 3921 TRAN576
c TRAN577
388 RETURN TRAN578
END TRAN579
c TRAN580
131
-------
C SUBROUTINE FLUX
C
C
C
SUBROUTINE FLUX(PRES,COND,OX,QY,NROW,NCOL,X,Y)
DIMENSION PRES(NROW.NCOL),COND(NROW.NCOL).X(NROW,NCOL),
1 OX(NROW,NCOL),OY(NROW,NCOL),Y(NROW,NCOL)
NETOT=(NROW-1)*(NCOL-1)
DO 7 1=1.NROW
DO 7 J=1.NCOL
OX(I.J)=0.0
7 OY(I.J)=0.0
DO 1 I=1,NETOT
IY1=(I-1)/(NROW-1) + 1
IX1=I-(IY1-1)«(NROW-1)
1X2=1X1
IY2=IY1+1
1X3=1X1+1
IY3=IY1
1X4=1X1+1
IY4=IY1+1
X1=X(IX1,IY1)
IY1 )
IY2)
IY2)
IY3)
IY3)
IY4)
IY4)
Y1=Y( 1X1 ,
X2=X(IX2,
Y2=Y(1X2,
X3=X(IX3,
Y3=Y(IX3.
X4=X(IX4,
Y4=Y(IX4.
P1=PRES(1X1 , IY1 )
P2=PRES(IX2,IY2)
P3=PRES(IX3,IY3)
P4=PRES(IX4,IY4)
TX1 = ((P2-P1 )«(Y3-Y1)-(P3-P1)*(Y2-Y1))/
1 ((X2-X1)*(Y3-Y1)-(X3-X1)»(Y2-Y1))
TY1=((P3-P1)*(X2-X1)-(P2-P1)*(X3-X1))/
1 ((X2-X1)*(Y3-Y1)-(X3-X1)»(Y2-Y1))-1.0
TX2=((P1-P2)*(Y4-Y2)-(P4-P2)*(Y1-Y2))/
1 ((X1-X2)*(Y4-Y2)-(X4-X2)*(Y1-Y2))
TY2=((P4-P2)*(X1-X2)-(P1-P2)*(X4-X2))/
1 ((X1-X2)*(Y4-Y2)-(X4-X2)*(Y1-Y2))-1 .0
TX3=((P1-P3)*(Y4-Y3)-(P4-P3)*(Y1-Y3))/
1 ((X1-X3)«(Y4-Y3)-(X4-X3)*(Y1-Y3))
TY3=((X1-X3)*(P4-P3)-(X4-X3)«(P1-P3))/
1 ((X1-X3)*(Y4-Y3)-(X4-X3)*(Y1-Y3))-1.0
TX4=((Y2-Y4)*(P3-P4)-(P2-P4)*(Y3-Y4))/
1 ((X3-X4)-(Y2-Y4)-(X2-X4)*(Y3-Y4))
TY4=((P2-P4)*(X3-X4)-(P3-P4)*(X2-X4))/
1 ((X3-X4)*(Y2-Y4)-(X2-X4)*(Y3-Y4))-1 .0
OXEL=-(COND(IX1.IY1)*TX1+COND(1X2,IY2)*TX2+
1 COND(1X3,IY3)*TX3+COND{1X4,IY4)*TX4)*0.25
OYEL=-(COND(IX1,IY1)*TY1+COND(1X2,IY2)*TY2+"
1 COND(IX3,IY3)*TY3+COND(IX4,IY4)*TY4)*O.25
OX(IX1 ,IY1 )=QXEL*0.25+QX(IX1,IY1)
OX(IX2.IY2)=OXEL«0.25+OX(IX2,
.25+OX(IX3,
.25+QX(IX4,
,25+OY(IX1,
.25+OY(IX2.
.25+OY(IX3,
,IY3)=OXEL*0.
,IY4)=OXEL*0.
,IY1)=QYEL*0.
,IY2)=OYEL*0.
,IY3)=OYEL*0.
OX(IX3
OX(IX4
OY(IX1
OY(IX2
OY(IX3
OY( 1X4,IY4)=OYEL"0.25+OY(1X4
1 CONTINUE
DO 3 1=1.NROW
OX(I,1)=OX(I,1)*2.0
OY(I,1)=OY(I. 1 )*2.0
OX (I,NCOL)=OX(I,NCOL)»2.0
OY(I,NCOL)=OY(I,NCOL)*2.0
3 CONTINUE
DO 5 0=1.NCOL
OX(1,J)=OX(1,J)«2.0
IY2)
IY3)
IY4)
,IY1)
IY2)
,IY3)
IY4)
FLUX001
FLUX002
FLUX003
FLUX004
FLUX005
FLUX006
FLUXOO7
FLUX008
FLUX009
FLUX010
FLUX011
FLUX012
FLUX013
FLUX014
FLUX015
FLUX016
FLUX017
FLUX018
FLUX019
FLUX020
FLUX021
FLUX022
FLUX023
FLUX024
FLUX025
FLUX02S
FLUX027
FLUX028
FLUX029
FLUX030
FLUX031
FLUX032
FLUX033
FLUX034
FLUX035
FLUX036
FLUX037
FLUXO38
FLUX039
FLUX040
FLUX041
FLUX042
FLUX043
FLUX044
FLUX045
FLUX046
FLUX047
FLUX048
FLUX049
FLUX050
FLUX051
FLUX052
FLUX053
FLUX054
FLUX055
FLUX056
FLUX057
FLUX058
FLUX059
FLUX060
FLUX061
FLUX062
FLUX063
FLUX064
FLUX065
FLUXOG6
FLUX067
FLUX068
FLUX069
FLUX070
132
-------
QY(1,J)=OY(1,J)*2.0 FLUX071
OX(NROW.J)=QX(NROW,J)*2.0 F LUX072
QY(NROW,J)=OY(NROW,d)*2.0 FLUX073
CONTINUE FLUX074
RETURN FLUX075
END FLUX076
FLUX077
133
-------
C SUBROUTINE BC BC 001
C BC 002
C BC 003
C BC 004
SUBROUTINE BC(NROW,NCOL,DELX,DELY ) BC 005
DIMENSION DELX(NROW,NCOL).DELY(NROW,NCOL) BC 006
DO 1 I=1,NROW BC 007
IF(DELX(I,NCOL).LE.0.0) GO TO 3 BC 008
DELX(I,NCOL)=0.0 BC 009
DELY(I,NCOL)=0.0 BC 010
3 IF(DELX(I, D.GE.0.0) GO TO 1 BC 011
DELX(I.1)=O.O BC 012
DELY(I,1)=0.0 BC 013
1 CONTINUE BC 014
DO 332 1=1.NCOL BC 015
IF (DELY(NROW.I).LE.0.0) GO TO 332 BC 016
DELX(NROW,I)=0.0 BC 017
DELY(NROW,I)=0.0 BC 018
332 CONTINUE BC 019
RETURN BC 02O
END BC 021
C BC 022
134
-------
C . . . . SUBROUTINE STRUC STRC001
C STRC002
C STRC003
C STRC004
SUBROUTINE STRUC(IROW,ICOL,T1,T2,T3,CONDS,PENTR,BPARA, STRC005
1 RATIO,NROW.NCOL) STRC006
DIMENSION CONDS(NROW.NCOL).PENTR(NROW,NCOL). STRC007
1 BPARA(NROW.NCOL),RATIO(NROW,NCOL) STRC008
IF(T1.GE.PENTR(IROW,ICOL)) GO TO 3 STRC009
T2=CONDS(IROW,ICOL)»(T1/PENTR(IROW,ICOL))" STRC010
1 (-(2.+2./BPARA(IROW,ICOL))) STRC011
T3=RATIO(IROW,ICOL)*(PENTR(IROW,ICOL)/T1)**(1./BPARA(IROW,ICOL)) STRC012
GO TO 5 STRC013
3 T2=CONDS(IROW,ICOL) STRC014
T3=RATIO(IROW,ICOL) STRC015
5 RETURN STRC016
END STRC017
C STRC018
135
-------
C SUBROUTINE SUFAS
C
C
C
SUBROUTINE SUFAS(DELX,VELO,VEL1,THETAO,THETA1,
1 ICR,COLD,CA,THETAA.TIME,KPD,SD,ACAL,DEC)
DIMENSION ON(20),OFF(20)
COMMON /BLK2/ON.OFF,IBC.CONC
COMMON /BLK3/RU.DELT
KPD=ICR
DELT1=0.0
11 IF(ON(KPD).LT.TIME) GO TO 1
GO TO 13
1 IF(OFF(KPD).LT.TIME) GO TO 3
T1=TIME-ON(KPD)
IF(T1.GT.DELT) GO TO 5
GO TO 7
5 T1=DELT
7 DELT1=DELT1+T1
GO TO 13
3 IF(OFF(KPD) .LE.TIME-DELT) GO TO 9
T2=OFF(KPD)-(TIME-DELT)
T3=OFF(KPD)-ON(KPD)
T1=AMIN1(T2,T3)
DELT1=DELT1+T1
9 IF(KPD-IBC) 15,13,13
15 KPD=KPD+1
GO TO 11
13 T1=(0.5"DELX-VELO*DELT)*THETAO + VEL1*DELT*THETA1
THETAA=T1/(0.5»DELX)
T2=ACAL*DELT*DELX«0.25»RU»SD
CA=((0.5»DELX-VELC"-DELT)*THETAO*COLD - T2*COLD +
1 VEL1*DELT1*THETA1*CONC + RU*SD»COLD»0.5*DELX -
2 0.25*DELT*DELX*DEG*THETAO»COLD}/
3 (T1 + 0.5*DELX*RU*SD + T2 + 0.25*DELT*DELX*DEG*THETAA)
RETURN
END
SUFA001
SUFA002
SUFA003
SUFA004
SUFA005
SUFA006
SUFA007
SUFA003
SUFA009
SUFA010
SUFA01 1
SUFA012
SUFA013
SUFA014
SUFA015
SUFA016
SUFA017
SUFA018
SUFA019
SUFA020
SUFA021
SUFA022
SUFA023
SUFA024
SUFA025
SUFA026
SUFA027
SUFA028
SUFA029
SUFA030
SUFA031
SUFA032
SUFA033
SUFA034
SUFA035
SUFA03S
SUFA037
136
-------
C ..... SUBROUTINE INTER .....................................
C
C
C
SUBROUTINE INTER ( FUNC , FUNCN , NROW , NCOL , DELX , DELY , X , Y )
DIMENSION FUNC (NROW, NCOL) , X(NROW , NCOL ) , Y(NROW ,NCOL ) ,
1 FUNCN( NROW, NCOL) , DELX (NROW, NCOL ), DELY (NROW, NCOL )
DO 1 1=2, NROW
DO 1 J=1,NCOL
IF(DELX(I,J)) 11,11,13
11 IF( J.EO. 1 ) J 1=0+1
IF(J.NE. 1) 01=0-1
GO TO 2
13 IF(d.LT.NCOL) 01=0+1
IF(O.EQ.NCOL)01=0-1
2 IF(DELY(I ,d)) 21 .21 ,23
21 11=1-1
GO TO 3
23 IF(I .LT.NROW) 11 = 1 + 1
IF(I .EO.NROW) 11=1-1
3 FX=((Y(I , J)-Y(I1 , J))*(FUNC(I , d )-FUNC( I , 01 ) )
1 -(Y(I,0)-Y(I.01))»(FUNC(I,0)-FUNC(I1,0)))
FY=((X(I,0)-X(I1 ,0))*(FUNC(I,0)-FUNC(I ,01) )-
1 (X(I.d)-X(I.dl) )*(FUNC(I ,0)-FUNC(I1 ,d)))/
2 ((X(I,0)-X(I1.d))»(Y(I.J)-Y(I.J1))-
3 (Y(I,d)-Y(I1,d))»(X(I,0)-X(I,01)))
FUNCN(I ,d)=FUNC(I,d)+FX*DELX(I , d )+FY*DELY( I .0)
1 CONTINUE
RETURN
END
INTR001
INTR002
INTR003
INTR004
INTR005
INTR006
INTROO7
INTR008
INTR009
INTR010
INTR011
INTR012
INTR013
INTR014
INTR015
INTR016
INTR017
INTRO18
INTR019
INTR020
INTR021
INTR022
INTR023
INTR024
INTR025
INTR026
INTR027
INTR028
INTR029
INTR030
INTR031
INTR032
137
-------
APPENDIX D
LISTING OF INPUT DATA TO
THE HYDRAULIC MODEL
138
-------
ALDICARB MIGRATION,
19 12
01100
(6(6F12.
0
0
0
0
0
0
0
1000,
1OOO.
1OOO,
1000
1000
1000.
1000
4750
475O
4750
4750
4750
4750,
4750.
8500.
8500,
8500,
8500,
8500,
8500.
8500.
12250,
1225O,
12250.
12250,
12250.
12250,
12250,
1 60OO ,
16000,
16000,
16000
1 6000
1 6000
16000
22437
22437
22437
22437
22437
22437
22437
28875
28875
28875
28875
28875
28875
28875
35313
35313
35313
35313
35313
35313
35313
41751
41751
41751
WICKHAM FARM, SUFFOLK CO., LONG ISLAND, N.
Y.
.4,/).2F12.4)
.0000
.OOOO
.0000
.0000
.0000
.OOOO
.0000
.0000
.0000
.0000
.0000
.OOOO
.0000
.0000
.0000
.OOOO
.0000
.0000
.0000
.0000
.0000
.0000
.0000
,0000
.0000
,0000
.0000
,0000
,0000
.0000
,0000
,0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.OOOO
.0000
.8008
.8008
.8008
.8008
.8008
.8008
.8008
.6016
.6016
.6016
.6016
.6016
.6016
.6016
.3984
.3984
.3984
.3984
.3984
.3984
.3984
. 1992
. 1992
. 1992
0.
60.
121 .
167.
274.
670.
3870.
2.
63.
124.
170.
277.
673.
3873.
13.
74,
135,
181 .
287.
684.
3884.
24.
85.
146.
192.
298.
694.
3895.
35.
96.
157.
202.
309,
705.
3906,
46,
106,
167,
213,
320,
716.
3916.
64,
125,
186.
232,
338,
735,
3935,
83
143
204,
250
357,
753,
3953,
101 ,
162
223,
269
375,
772,
3972,
120,
180.
241 ,
OOOO
96OO
9200
6400
3201
5601
9600
8750
8350
7950
5150
1951
4351
.8350
.6563
,6163
,5762
.2962
.9763
,2163
.6162
,4375
,3975
,3575
,0775
,7576
,9976
3975
,2188
1788
1387
,8587
.5388
.7788
, 1787
.OOOO
,9600
.9200
,6400
.3201
.5601
.9600
.5087
.4687
.4287
. 1487
,8286
.0686
.4687
.0173
.9774
.9373
.6573
.3374
.5774
.9773
.5260
.4860
.4460
. 1660
.8459
.0859
.4861
.0347
.9947
.9547
0
0
0
0
0
0
1000
1000
1000
1OOO
1000
1000
4750
4750
4750
4750
4750
4750
8500
8500
8500
8500
8500
8500
12250
12250
12250
12250
12250
12250
16000
16OOO
16000
16000
16000
16000
22437
22437
22437
22437
22437
22437
28875
28875
28875
28875
28875
28875
35313
35313
35313
35313
35313
35313
41751
41751
41751
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.OOOO
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.OOOO
.0000
.0000
.0000
.0000
.0000
.8008
.8008
.8008
.8008
.8008
.8008
.6016
.6016
.6016
.6016
.6016
.6016
.3984
.3984
.3984
.3984
.3984
.3984
. 1992
. 1992
. 1992
30.
76.
137.
182.
396.
822.
33.
79.
14O.
185.
399.
825.
44,
89,
150,
196,
409,
836,
54,
100,
161 ,
207,
420,
847,
. 65.
111,
172,
218
431
858
76
122
183
228
442
868
94
140
201
247,
46O,
887,
113
159
220
265
479
905
132
177
238
284
497
924
150
196,
257.
,4800
,2OOO
. 1600
,88OO
,2400
,9600
,3550
,0750
,0350
,7550
1150
,8350
. 1362
.8562
.8163
.5363
.8962
.6162
.9175
.6375
.5975
.3175
.6775
.3975
.6987
.4187
.3788
.0988
.4587
. 1787
. 480O
.2000
. 1600
.8800
. 24OO
.9600
.9887
.7087
.6687
.3887
.7488
.4687
.4973
.2173
. 1774
.8975
.2573
.9773
.0060
.7260
.6860
. 406O
.7661
.4861
.5147
.2347
. 1946
0.
0.
0.
0.
0.
0.
1000.
1000.
1000.
1000.
1000.
1000.
4750.
4750.
4750.
4750.
4750.
4750.
8500.
8500.
85OO.
8500.
8500.
8500.
12250.
12250.
12250.
12250.
12250.
12250.
16OOO.
16000.
16000.
1 60OO .
16OOO.
16000.
22437.
22437.
22437.
22437.
22437.
22437.
28875.
28875.
28875.
28875.
28875.
28875.
35313.
35313.
35313.
35313.
35313.
35313.
41751 .
41751 .
41751 .
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
OOOO
8008
8008
8008
8008
8008
8008
6016
6016
6016
6016
6016
6016
3984
3984
3984
3984
3984
3984
1992
1992
1992
45
106
152
228
518
1432
48
109
155
231
521
1435
59
120
166
242
531
1446
70
131
176
253
542
1456
80
141
187
263
553
1467
91
152
198
274
564
1478
110
171
216
293
582
1497
128
189
235
311
601
1515
147
208
253
330
619
1534
165
226
272
HYDR001
HYDR002
HYDR003
HYDR004
.7200 HYDR005
.68OO HYDR006
.4000 HYDR007
.6000 HYDR008
. 1599 HYDR009
.5601 HYDRO 10
HYDRO 1 1
.5950 HYDR012
.5550 HYDR013
.2750 HYDR014
.4750 HYDR015
.0349 HYDR016
.4351 HYDR017
HYDR018
.3763 HYDR019
.3362 HYDR020
.0562 HYDR021
.2563 HYDR022
.8162 HYDR023
.2163 HYDR024
HYDR025
. 1575 HYDR026
. 1 175 HYDR027
.8375 HYDR028
.0375 HYDR029
.5974 HYDR030
.9976 HYDROS 1
HYDR032
.9388 HYDR033
.8987 HYDR034
.6187 HYDR035
.8188 HYDR036
.3787 HYDR037
.7788 HYDRO38
HYDR039
.7200 HYDRO40
.680O HYDR041
.4000 HYDR042
.6001 HYDR043
. 1599 HYDR044
.5601 HYDR045
HYDRO46
.2287 HYDR047
. 1887 HYDR048
.9087 HYDR049
. 1086 HYDR050
.6687 HYDROS 1
.0686 HYDR052
HYDR053
.7374 HYDR054
.6974 HYDR055
.4173 HYDR056
.6174 HYDR057
. 1772 HYDR058
.5774 HYDR059
HYDR060
.2460 HYDR061
.2060 HYDR062
.9260 HYDR063
. 1260 HYDR064
.6860 HYDR065
.0859 HYDR066
HYDR067
.7547 HYDR068
.7147 HYDR069
.4348 HYDR070
139
-------
41751.1992 287.6748
41751.1992 394.3547
41751.1992 790.5947
41751.1992 3990.9946
48189.0000 138.5434
48189.0000 199.5034
48189.0000 260.4634
48189.0000 306.1833
48189.0000 412.8633
48189.0000 809.1033
48189.0000 4009.5034
49189.0000 141.4184
49189.0000 202.3784
49189.0OOO 263.3384
49189.0OOO 309.0583
49189.0000 415.7383
49189.0000 811.9783
41751.1992 302.9148 41751.1992 348.6348 HYDRO? 1
41751.1992 516.2747 41751.1992 638.1946 HYDR072
41751.1992 942.9946 41751.1992 1552.5947 HYDR073
HYDR074
48189.0000 169.0234 48189.0000 184.2634 HYDR075
48189.0000 214.7434 48189.0000 245.2234 HYDR076
48189.0000 275.7034 48189.0000 290.9434 HYDR077
48189.0000 321.4233 48189.0000 367.1433 HYDR078
48189.0000 534.7834 48189.0000 656.7034 HYDR079
48189.0000 961.5034 48189.0000 1571.1033 HYDR080
HYDROS 1
49189.0000 171.8984 49189.0000 187.1384 HYDR082
49189.0000 217.6184 49189.0000 248.0984 HYDR083
49189.0000 278.5784 49189.0000 293.8184 HYDR084
49189.0000 324.2983 49189.0000 370.0183 HYDR085
49189.0000 537.6584 49189.0000 659.5784 HYDR086
49189.0000 964.3784 49189.0000 1573.9783 HYDR087
49189.OOOO 4012.3784
12.
12.
12.
63.
63.
63.
56.
2.
2.
56.
63.
63.
63,
63,
63.
63
63,
63,
63,
12,
12
12
63
63.
63
56
2
2,
56
63
63
63,
63
63
63
63
63
63
12
12
12
63
63
63
56
2
2
56
63
63
63
63
.480O
.4800
48OO
.3600
.3600
.3600
.2800
.5920
.5920
.2800
.360O
.3600
.3600
.3600
.3600
.3600
.3600
.3600
.360O
,4800
.4800
.4800
.3600
.3600
.3600
.2800
.5920
.5920
.2800
.3600
.3600
.3600
.3600
.3600
.3600
. 360O
.3600
.3600
.4800
.4800
.4800
.3600
. 360O
.3600
.2800
.5920
.5920
.2800
.3600
.3600
.3600
.3600
-21
-21
-21
-12
-12
-12
-9
-78
-78
-9
-12
-12
-12
-12
-12
-12
-12
-12
-12
-21
-21
-21
-12
-12
-12
-9
-78
-78
-9
-12
-12
-12
-12
-12
-12
-12
-12
-12
-21
-21
-21
-12
-12
-12
-9
-78
-78
-9
-12
-12
-12
-12
.8000
.8000
.8000
. 1000
. 1000
. 1000
.0000
.6000
.6000
.0000
. 1000
. 1000
. 1000
. 1000
. 1000
. 1000
. 1000
. 1000
. 1000
.8000
.8000
.8000
. 1000
. 1000
. 1000
.0000
.6000
.6000
.0000
. 1000
. 1000
. 1000
. 1000
. 1000
. 1000
. 1000
. 1000
. 1000
.8000
.8000
.8000
. 1000
. 1000
. 1000
.0000
.6000
.6000
.0000
. 1000
. 1000
. 1000
. 1000
4
4
4
4
4
4
4
5
5
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
4
4
4
4
4
.9000
.9000
.9000
.0500
.0500
.0500
.3800
.3000
.3000
.3800
.0500
.O500
.0500
.0500
.0500
.0500
.0500
.0500
.0500
.9000
.9000
.9000
.0500
.0500
.0500
.3800
.3000
.3000
.3800
.0500
.0500
.0500
.0500
.0500
.0500
.0500
.0500
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141
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142
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HYDR292
HYDR293
HYDR294
HYDR295
HYDR296
HYDR297
HYDR298
HYDR299
HYDR300
HYDR301
HYDR302
HYDR303
HYDR304
HYDR305
HYDR306
HYDR307
HYDR308
HYDR309
HYDR310
HYDR311
HYDR312
HYDR313
HYDR314
HYDR315
HYDR316
HYDR317
HYDR318
HYDR319
HYDR320
HYDR321
HYDR322
HYDR323
HYDR324
HYDR325
HYDR326
HYDR327
HYDR328
HYDR329
HYDR330
HYDR331
HYDR332
HYDR333
HYDR334
HYDR335
HYDR336
HYDR337
HYDR338
HYDR339
HYDR3-4O
HYDR341
HYDR342
HYDR343
HYDR344
HYDR345
HYDR346
HYDR347
HYDR348
HYDR349
HYDR350
143
-------
-106
45
3642
-228
-106.
45.
3642,
-228.
-106,
45,
3642
-228
-106
45,
3642,
-228
-106
45,
3642,
.679993
.720001
.360110
.599991
.679993
.720001
.360110
. 600006
,679993
,720001
.360110
. 600006
.679993
. 720O01
.3601 10
. 600006
.679993
.720001
.3601 10
25.
-91
167
-198
-91
167
-198,
-91 ,
167
-198
-91
167
-198
-91
167
. 440002
.639999
. 1 19995
. 440002
.639999
. 120010
. 440002
.639999
. 120010
. 440002
.639999
. 120010
. 440002
.639999
5000.
-76.199997 -60.960007 -45.720001 0.000000
289.560059 441.959961 594.360107 1203.959960
-182.880005 -167.639999 -152.399994 -121.919998
-76.199997 -60.960007 -45.720001 0.000000
289.560059 441.959961 594.360107 1203.959960
-182.880005 -167.639999 -152.400009 -121.919998
-76.199997 -60.960007 -45.720001 0.000000
289.560059 441.959961 594.360107 1203.959960
-182.880005 -167.639999 -152.400009 -121.919998
-76.199997 -60.960O07 -45.720001 0.000000
289.560059 441.959961 594.360107 1203.959960
-182.880005 -167.639999 -152.400009 -121.919998
-76.199997 -60.960007 -45.720001 0.000000
289.560059 441.959961 594.360107 1203.959960
500.0.000001OO
HYDR351
HYDR352
HYDR353
HYDR354
HYDR355
HYDR356
HYDR357
HYDR358
HYDR359
HYDR360
HYDR361
HYDR362
HYDR363
HYDR364
HYDR365
HYDR366
HYDR367
HYDR368
HYDR369
HYDR370
144
-------
APPENDIX E
LISTING OF THE USER CREATED RESTAR DATA FOR THE HYDRAULIC
MODEL IF USING THE RESTAR RUN OPTION
145
-------
ALDICARB MIGRATION, WICKHAM FARM, SUFFOLK CO.. LONG ISLAND, N.Y. REST001
19 12 REST002
01001 REST003
5000.0 REST004
(3(6F12.6,/),F12.6) REST005
146
-------
APPENDIX F
LISTING OF COMPUTER PRINTOUT FROM
THE HYDRAULIC MODEL
147
-------
HYDRAULIC AND POLLUTANT EVALUATION MODEL
HYDRAULIC PROGRAM : VERSION 1.O
ALDICARB MIGRATION, WICKHAM FARM, SUFFOLK CO., LONG ISLAND, N.Y.
NUMBER OF ROWS = 19
NUMBER OF COLUMNS = 12
NUMBER OF ELEMENTS = 198
THE NUMBER OF NODES = 228
SEMI-BAND WIDTH = 21
OO
TRANSPORT INPUT FILE OPTION = O
STEADY STATE PRESSURE DISTRIBUTION OPTION = 1
RESTART PROGRAM OPTION = 1
PARAMETERS MODIFICATION OPTION = O
ECHO RESTART DATA OPTION = 0
SPACE ALLOCATED IN BLANK COMMON ARRAY Z
SPACE REQUIRED (IMAX)
6000O
53O17
-------
GLOBAL COORDINATES OF NODES, (X.Y) (ALL UNITS IN CM)
ROW
1
77
153
ROW
2
78
154
ROW
3
79
155
ROW
4
80
156
ROW
5
81
157
ROW
6
82
158
ROW
7
83
159
ROW
8
84
160
ROW
9
85
161
ROW
1O
86
162
ROW
1 1
87
163
ROW
12
88
1
( .OOOOE+00.
( . 1225E+05,
( .3531E+05,
2
( .OOOOE+OO,
( . 1225E+O5,
( .3531E + O5,
3
( .OOOOE+OO,
( . 1225E+05.
( .3531E+O5,
4
( .OOOOE+00,
( . 1225E+O5,
( .3531E+O5,
5
( .OOOOE+00,
( . 1225E+05,
( .3531E+O5,
6
( .OOOOE+OO.
( . 1225E+O5,
( .3531E+05.
7
( .OOOOE+OO.
( . 1225E+O5.
( .3531E+05.
8
( .OOOOE+OO.
( . 1225E+05,
( .3531E+O5.
9
( .OOOOE+OO.
( . 1225E+O5,
( .3531E+O5,
10
( .OOOOE+OO,
( . 1225E+05,
( .3531E+O5,
1 1
( .OOOOE+OO.
( . 1225E+05,
( .3531E+O5,
12
( .OOOOE+00.
( . 1225E+05.
.OOOOE+OO)
.3522E+O2)
. 1015E+O3)
.3O48E+02)
.6570E+O2)
. 1320E+O3)
.4572E+O2)
.8O94E+02)
. 1472E+O3)
.6O96E+O2)
.9618E+O2)
. 1625E+03)
.7620E+02)
. 1 1 14E+03)
. 1777E+03)
. 1O67E+O3)
. 1419E+03)
.2082E+O3)
. 1219E+03)
. 1571E+O3)
.2234E+O3)
. 1372E+O3)
. 1724E+O3)
.2387E+03)
. 1524E+03)
. 1876E+03)
.2539E+O3)
. 1676E+O3)
.2029E+O3)
.2692E+03)
. 1829E+03)
.2181E+03)
.2844E+O3)
.2286E+03)
.2638E+O3)
2O (
96 (
172 (
21 (
97 (
173 (
22 (
98 (
174 (
23 (
99 (
175 (
24 (
100 (
176 (
25 (
101 (
177 (
26 (
102 (
178 (
27 (
103 (
179 (
28 (
104 (
180 (
29 (
105 (
181 (
30 (
106 (
182 (
31 (
107 (
. 100OE+04,
. 160OE+O5,
.4175E+05,
. 1000E+O4,
. 1600E+O5,
.4175E+05,
. 100OE+04,
. 160OE+O5.
.4175E+O5,
. 100OE+O4,
. 160OE+O5.
.4175E+05,
. 100OE+04,
. 160OE+05,
.4175E+05,
. 1OOOE+04,
. 1600E+05,
.4175E+05,
. 1000E+04,
. 1600E+05.
.4175E+05.
. 100OE+04,
. 160OE+05.
.4175E+05,
. 100OE+O4,
. 160OE+05,
.4175E+05,
. 1000E+O4.
. 160OE+05,
.4175E+05,
. 1OOOE+04,
. 160OE+05,
.4175E+O5,
. 100OE+04,
. 16OOE+O5.
.2875E+01)
.4600E+02)
. 1200E+O3)
.3335E+02)
.7648E+02)
. 1505E+03)
.4860E+02)
.9172E+02)
. 1658E+03)
.6384E+02)
. 1070E+03)
. 1810E+O3)
.7907E+02)
. 1222E+03)
. 1962E+03)
. 1096E+03)
. 1527E+03)
.2267E+03)
. 1248E+03)
. 1679E+O3)
.2420E+03)
. 1400E+03)
. 1832E+03)
.2572E+03)
. 1553E+03)
. 1984E+03)
.2724E+03)
. 1705E+O3)
.2136E+03)
.2877E+03)
. 1858E+03)
.2289E+03)
.3029E+03)
.2315E+03)
.2746E+03)
39 (
115 (
191 (
40 (
1 16 (
192 (
41 (
117 (
193 (
42 (
118 (
194 (
43 (
1 19 (
195 (
44 (
12O (
196 (
45 (
121 (
197 (
46 (
122 (
198 (
47 (
123 (
199 (
48 (
124 (
20O (
49 (
125 (
201 ( ,
5O (
126 ( .
.4750E+04,
.2244E+05,
.4819E+05,
.4750E+04,
.2244E+05,
.4819E+O5,
-4750E+O4,
.2244E+O5,
.4819E+05,
.4750E+04,
.2244E+O5,
.4819E+05,
.4750E+O4.
.2244E+05,
.4819E+05,
.4750E+O4,
.2244E+05.
.4819E+05,
. 4750E+O4.
.2244E+05.
.4819E+05.
. 4750E+04,
.2244E+05,
.4819E+05,
. 4750E+04.
.2244E+05,
.4819E+05,
. 4750E+04,
.2244E+O5,
.4819E+05,
. 4750E+04,
.2244E+05,
.4819E+05,
. 4750E+04.
.2244E+05.
. 1366E+02)
.6451E+02)
. 1385E+03)
.4414E+02)
.9499E+02)
. 1690E+03)
.5938E+02)
. 1 102E+03)
. 1843E+03)
.7462E+O2)
. 1255E+O3)
. 1995E+03)
.8986E+02)
. 1407E+03)
.2147E+03)
. 1203E+O3)
. 1712E+03)
.2452E+03)
. 1356E+03)
. 1864E+03)
.2605E+03)
. 15O8E+03)
.2O17E+03)
.2757E+03)
. 1661E+03)
.2169E+03)
.2909E+O3)
. 1813E+03)
.2321E+O3)
.3062E+03)
. 1965E+03)
.2474E+O3)
.3214E+03)
.2423E+O3)
.2931E+03)
58 (
134 (
210 (
59 (
135 (
211 (
6O (
136 (
212 (
61 (
137 (
213 (
62 (
138 (
214 (
63 (
139 (
215 (
64 (
140 (
216 (
65 (
141 (
217 (
66 (
142 (
218 (
67 (
143 (
219 (
68 (
144 (
22O (
69 (
145 (
.85OOE+04,
.2888E+05.
-4919E+05,
.8500E+04,
.2888E+O5,
.4919E+O5,
.8500E+O4,
.2888E+O5.
.4919E+05,
.850OE+04,
.2888E+O5,
.4919E+05,
.8500E+04,
.2888E+05,
.4919E+05,
.8500E+04,
.2888E+O5,
.4919E+05.
.8500E+O4.
. 2888E+O5,
.4919E+05,
.8500E+04,
. 2888E+05,
.4919E+05,
.85OOE+04.
.2888E+O5,
.4919E+05,
. 8500E+04,
. 2888E+05,
.4919E+05,
. 85OOE+04,
. 2888E+05,
.4919E+05,
. 85OOE+04,
. 2888E+05,
.2444E+O2)
.8302E+02)
. 1414E+03)
.5492E+02)
. 1 135E+03)
. 1719E+03)
.7016E+O2)
. 1287E+03)
. 1871E+O3)
.8540E+O2)
. 1440E+O3)
.2024E+03)
. 1O06E+03)
. 1592E+O3)
.2176E+O3)
. 131 1E+O3)
. 1897E+O3)
.2481E+O3)
. 1464E+03)
.2O49E+O3)
.2633E+03)
. 1616E+O3)
.2202E+O3)
.2786E+O3)
. 1768E+03)
.2354E+03)
.2938E+O3)
. 1921E+03)
.2507E+03)
.3091E+03)
.2073E+O3)
.2659E+03)
.3243E+03)
.2530E+O3)
.31 16E+O3)
-------
cn
o
164
ROW
13
89
165
ROW
14
90
166
ROW
15
91
167
ROW
16
92
168
ROW
17
93
169
ROW
18
94
170
ROW
19
95
171
( .3531E+05,
13
( .OOOOE+OO,
( . 1225E+05,
( .3531E+05,
14
( .OOOOE+00,
( . 1225E+05,
( .3531E+05.
15
( .OOOOE+OO,
( . 1225E+05.
( . 3531E+O5,
16
( . OOOOE+OO.
( . 1225E ^5,
( .3531E+05,
17
( .OOOOE+OO,
( . 1225E+05.
( .3531E+05,
18
( .OOOOE+OO.
( . 1225E+05.
( . 3531E+05,
19
( .OOOOE+OO,
( . 1225E+05.
( .353IE+O5,
.3301E+03)
.2743E+O3)
.3095E+O3)
.3758E+03)
.3962E+03)
.4315E+03)
.4978E+03)
.5182E+03)
.5534E+03)
.6197E+03)
.6706E+03)
.7058E+O3)
.7721E+03)
.8230E+03)
.8582E+O3)
.9245E+O3)
. 1433E+04)
. 1468E+04)
. 1534E+O4)
.3871E+04)
.3906E+O4)
.3972E+04)
183
32 i
108 i
184 I
33 I
109 I
185 I
34 I
1 10 I
186 I
35 I
111 1
187 I
36 I
112 I
188 (
37 (
113 (
189 (
38 (
1 14 (
19O (
( .4175E+05,
( . 1000E+04.
( . 16OOE+05,
( .4175E+O5,
( . 100OE+04,
( . 16OOE+05,
( .4175E+05.
[ . 1000E+04,
; . 160OE+05.
; .4175E+O5,
; . 1000E+04,
; . 160OE+O5,
[ .4175E+05.
I . 1OOOE-t-04,
; . 1600E+05,
; .4175E+O5,
; . 1000E+O4,
; . 1600E+O5,
! .4175E+05,
. 1OOOE+O4.
. 1600E+05,
.4175E+05,
.3486E+O3)
.2772E+03)
.3203E+O3)
.3944E+03)
.3991E+03)
.4422E+O3)
.5163E+O3)
.5210E+O3)
.5642E+03)
.6382E+O3)
.6734E+O3)
.7166E+O3)
.7906E+O3)
.8258E+O3)
.8690E+O3)
.943OE+O3)
. 1435E+O4)
. 1479E+O4)
. 1553E+O4)
.3874E+O4)
.3917E+O4)
.3991E+O4)
2O2 (
51 (
127 (
203 (
52 (
128 (
204 (
53 (
129 (
205 (
54 (
130 (
2O6 (
55 (
131 (
207 (
56 (
132 (
208 (
57 (
133 (
2O9 (
.4819E+05.
.4750E+04,
.2244E+05,
.4819E+O5.
. 4750E+04,
.2244E+05,
.4819E+05,
. 4750E-I-04.
.2244E+05,
.4819E+05,
.4750E+04,
.2244E+05,
.4819E+05,
. 4750E+O4,
.2244E+05,
.4819E+05,
. 4750E+04,
.2244E+05,
.4819E+05,
.4750E-t-04,
.2244E+05,
.4819E-»-05,
.3671E+03)
.2880E+03)
.3388E+03)
.4129E+03)
.4099E+03)
.4607E+03)
.5348E+03)
.5318E+03)
.5827E+03)
.6567E+O3)
.6842E+03)
.7351E+03)
.8091E+03)
.8366E+03)
.8875E+03)
.9615E+03)
. 1446E+O4)
. 1497E+O4)
. 1571E+04)
.3885E+O4)
.3935E+O4)
.4010E+04)
221 1
70 1
146 I
222 I
71 (
147 (
223 (
72 (
148 (
224 (
73 (
149 (
225 (
74 (
150 (
226 (
75 (
151 (
227 (
76 (
152 (
228 (
( .4919E+O5.
! .8500E-I-04,
[ .2888E+05,
; .4919E+O5,
; .8500E-I-04,
[ .2888E+O5,
; .4919E+O5,
; .8500E+04,
; .2888E+05,
; .4919E+O5,
; .85OOE+O4,
! .2888E+O5,
; .4919E+O5,
; .850OE+O4,
! .2888E+05.
.4919E+05,
.85OOE+04,
. 2888E+O5,
.4919E+O5,
.8500E+O4,
.2888E+O5,
.4919E+05.
.37OOE+O3)
.2988E+03)
.3573E+O3)
.4157E+O3)
.4207E+03)
.4793E+O3)
.5377E+O3)
.5426E+03)
.6012E+03)
.6596E+O3)
.695OE-I-03)
.7536E+03)
.8120E-1-03)
.8474E+O3)
.9O6OE+O3)
.9644E+03)
. 1457E+04)
. 1516E+O4)
. 1574E+04)
.3895E+04)
.3954E+04)
.4012E+O4)
-------
HYDRAULIC CONDUCTIVITY AND MOISTURE RETENTION PARAMETERS
IE CONDS
CM/HR
1
2
3
4
5
6
7
8
9
1O
1 1
12
13
14
15
16
17
18
19
2O
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
4O
4 1
42
43
12
12
12
63
63
63
56
2
2
56
63
63
63
63
63
63
63
63
63
12
12
12
63
63
63
56
2
2
56.
63.
63.
63.
63.
63
63
63
63
63
12.
12 .
12.
63.
63.
.4800
.4800
.480O
.3600
.3600
.3600
.2800
.5920
. 592O
.2800
.3600
. 360O
.3600
.3600
. 360O
.3600
. 3600
. 3600
. 36OO
.4800
. 48OO
. 480O
.3600
.3600
. 360O
. 2800
.5920
.5920
. 280O
.3600
. 360O
. 360O
.3600
.3600
.3600
.3600
.3600
.3600
. 480O
. 48OO
48OO
.3600
, 36OO
PENTR
CM
-21
-21
-21
-12
-12
-12
-9
-78
-78
-9
-12
-12
-12
-12
-12
-12
-12
-12
-12
-21
-21
-21
-12
-12
-12.
-9
-78
-78
-9
-12
-12
-12.
-12
-12
-12
-12
-12
-12
-21 .
-21 .
-2 1 .
-12.
-12.
H20
.8000
.800O
.8OOO
. 100O
. 1OOO
. 1000
.OOOO
. 600O
.600O
.OOOO
. 1000
. 1OOO
. 100O
. 100O
. 100O
. 1OOO
. 1000
. 1000
. 100O
. 8OOO
. 8OOO
. 80OO
. 1000
. 1000
. 1OOO
.OOOO
.6000
.6000
.OOOO
. 10OO
. 1000
. 1OOO
. 1OOO
. 100O
. 100O
. 1OOO
. 100O
. 100O
.8000
. 80OO
8OOO
. 1OOO
. 10OO
BPARA
4
4
4
4
4
4
4
5
5
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
4
4
4
4.
4.
4.
4.
4.
4,
4 .
4 .
4.
4 .
4 ,
4 ,
.9OOO
.90OO
.9OOO
.050O
.0500
.0500
.3800
.3000
.3000
.380O
.0500
.O500
.0500
.05OO
.050O
.050O
.O5OO
.O5OO
.O500
. 900O
.90OO
. 9OOO
.0500
.0500
.0500
.3800
.3000
.3000
.3800
.O50O
.O50O
.050O
.0500
.0500
.05OO
.O500
.O500
.O5OO
.9000
.9000
90OO
,050O
,O5OO
RATIO
O
0
0
0
0
0
0
O
O
0
0
0
0
0
O
0
0
0
0
0
O
O
0
0
0
O
0
0
O.
0,
0.
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Oi
CONTROL FLAG FOR BOUNDARY CONDITION
IFLAGL= -1 IFLAGR= -1
BOUNDARY CONDITIONS
DS1= 100O.OOOO DS2= 48189.OOCO
NUMBER OF APPLICATIONS OF WATER FLUX TO STUDY FIELD
IBC = 1
APPLICATION PERIOD TURN ON TIME TURN OFF TIME WATER FLUX
1 O.OO 100OOOO.OO
PARAMETERS FOR INTEGRATION AND OUTPUT
TIME STEP FOR INTEGRATION: TDEL =
MAXIMUM TIME PERIOD FOR SIMULATION: TMAX =
PRINTOUT INTERVAL: PRT1
STEADY ASSUMPTION:
PSTED
0.007220
25.OO HR
500O.OO HR
500.OO HR
0.1000E-05 CM OF WATER
-------
SOIL WATER PRESSURE AT TIME = O.OOOOE+OO HOUR
ROW NUMBER = 1
-O.2286E+03 -O.2286E+03 -0.2286E+O3 -O.2286E+03 -O.2286E+03 -O.2286E+03 -0.2286E+O3 -0.2286E+O3 -0.2286E+03 -O.2286E+O3
-0.2286E+O3 -0.2286E+03
ROW NUMBER = 2
-O.1981E+03 -0.1981E+03 -O.1981E+O3 -O.1981E+03 -0.1981E+03 -0.1981E+03 -0.1981E+03 -0.1981E+O3 -O.1981E+03 -O.1981E+03
-0.1981E+03 -O.1981E+O3
ROW NUMBER = 3
-0.1829E+03 -0.1829E+03 -0.1829E+03 -O.1829E+03 -0.1829E+03 -0.1829E+03 -0.1829E+03 -0.1829E+03 -0.1829E+03 -0.1829E+03
-O.1829E+03 -0.1829E+03
ROW NUMBER = 4
-0.1676E+03 -O.1676E+O3 -0.1676E+03 -O.1676E+03 -0.1676E+03 -0.1676E+O3 -0.ie76E+O3 -0.1676E+03 -O.1676E+03 -O.1676E+03
-0.1676E+03 -O.1676E+O3
ROW NUMBER = 5
-0.1524E+O3 -O.1524E+O3 -0.1524E+O3 -O.1524E+O3 -0.1524E+O3 -0.1524E+O3 -0.1524E+03 -0.1524E+O3 -O.1S24E+O3 -O.1524E+O3
-0.1524E+03 -0.1524E+O3
ROW NUMBER = 6
-0.1219E+03 -O.1219E+03 -0.1219E+O3 -O.1219E+O3 -0.1219E+O3 -0.1219E+03 -O.1219E+O3 -0.1219E+03 -0.1219E+O3 -O.1219E+03
-0.1219E+03 -0.1219E+03
ROW NUMBER = 7
-O.1067E+03 -0.1O67E+03 -O.1067E+03 -O.1O67E+03 -O.1067E+03 -O.1O67E+O3 -O.1067E+03 -O.1067E+03 -0.1067E+O3 -O.1067E+03
-0.1067E+03 -O.1O67E+O3
ROW NUMBER = 8
-0.9144E+02 -O.9144E+O2 -0.9144E+02 -O.9144E+02 -0.9144E+02 -O.9144E+02 -0.9144E+02 -0.9144E+02 -0.9144E+O2 -0.9144E+O2
-0.9144E+02 -O.9144E+02
ROW NUMBER = 9
-0.7620E+02 -0.7620E+O2 -0.7620E+02 -O.7620E^-O2 -0.762OE+02 -0.7620E+O2 -0.7620E+O2 -0.7620E+02 -0.7620E+02 -O.762OE+02
-0.762OE+02 -O.7620E+02
ROW NUMBER = 1O
-O.6096E+O2 -0.6096E+02 -0.6096E+O2 -O.6096E+02 -O.6096E+02 -O.6O96E+02 -0.6O96E+02 -O.6096E+02 -O.6O96E-I-O2 -O.6096E+02
-O.6096E+02 -0.6O96E+02
ROW NUMBER =11
-0.4572E+02 -0.4572E+O2 -0.4572E+02 -O.4572E+02 -0.4572E+02 -0.4572E+02 -O.4572E+02 -0.4572E+02 -O.4572E+02 -0.4572E+02
-0.4572E-I-02 -0.4572E+02
ROW NUMBER = 12
O.OOOOE+OO O.OOOOE+OO O.OOOOE+OO O.OOOOE+OO O.OOOOE+OO O.OOOOE+OO O.OOOOE+OO O.OOOOE+OO O.OOOOE+OO O.OOOOE+OO
O.OOOOE+OO O.OOOOE+OO
ROW NUMBER = 13
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0.4572E+02 0.4572E+02
ROW NUMBER = 14
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O.1676E+03 0.1676E+O3
ROW NUMBER = 15
0.2896E+03 O.2896E+O3 6.2896E+03 O.2896E+03 0.2896E+03 0.2896E+03 O.2896E+O3 0.2896E+O3 0.2896E+03 0.2896E+03
0.2896E+03 O.2896E+O3
ROW NUMBER = 16
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-------
en
CO
O.4420E+O3 O.4420E+03
ROW NUMBER = 17
0.5944E+O3 O.5944E+O3 O.5944E+O3 O.5944E+O3
O.5944E+O3 O.5944E+03
ROW NUMBER = 18
O.12O4E+04
0.1204E+04
0. 1204E+O4
0.1204E+04
ROW NUMBER = 19
O.3642E+04 O.3642E+04
O.3642E+O4 O.3642E+O4
O.5944E+O3 O.5944E+03 0.5944E+O3 O.5944E+O3 O.5944E+O3 O.5944E+03
O.12O4E-t-04 O.1204E+04 0.1204E+04 O.12O4E+O4 0.1204E+04 0.1204E+04 O.1204E+04 O.1204E*04
0.3642E+04 O.3642E+04 O.3642E+O4 O.3642E+O4 O.3642E+04 0.3642E+04 O.3642E+04 0.3642E+O4
-------
SOIL WATER PRESSURE AT TIME = O.250OE+02 HOUR
ROW NUMBER - 1
-O.2308E+O3 -O.2217E+O3 -0.2198E+03 -O.2198E+03 -0.221OE+03 -O.2236E+03 -0.2235E+O3 -O.2235E+03 -0.2236E+03 -O.2235E+O3
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ROW NUMBER = 2
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ROW NUMBER = 3
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ROW NUMBER = 4
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ROW NUMBER = 5
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ROW NUMBER = 6
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ROW NUMBER = 7
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ROW NUMBER = 8
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ROW NUMBER = 9
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ROW NUMBER = 10
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ROW NUMBER =11
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ROW NUMBER = 12
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ROW NUMBER = 13
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ROW NUMBER = 14
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0.1678E+O3 0.1676E+03
ROW NUMBER = 15
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O.2897E+O3 0.2896E+O3
ROW NUMBER = 16
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-------
CTl
O
O.4421E+O3 O.4420E+03
ROW NUMBER = 17
O.5944E+03 0.5945E+O3
0.5945E+03 O.5944E+03
ROW NUMBER = 18
0.12O4E+O4 O.1204E+04 O.1204E+04
0.1204E+04 O.12O4E+04
ROW NUMBER = 19
O.3642E+04 O.3642E+04 O.3643E+O4
O.3642E*04 0.3642E+O4
O.5948E+O3 O.5949E+03 0.5950E+03 O.5949E+03 0.5949E+03 0.5949E+O3 0.5948E-t-03 0.5947E+03
0.12O5E+04 0.1205E+04 O.12O5E+04 0.1204E+04 O.1204E+04 0.1204E+04 O.12O4E-«-O4
O.3643E-I-04 O.3643E+04 O.3643E+O4 0.3643E+04 O.3643E+04 0.3643E+04 O.3643E-t-04
-------
SOIL WATER PRESSURE AT TIME = 0.50OOE+O2 HOUR
ROW NUMBER = 1
-0.2318E+03 -0.22O5E+03 -0.2181E+03 -0.2181E+03 -0.2192E+O3 -0 . 22 19E+03 -O.2217E+03 -O . 22 18E+03 -O.2219E+O3 -0.2219E+O3
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ROW NUMBER = 2
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ROW NUMBER = 3
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ROW NUMBER = 4
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ROW NUMBER = 5
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ROW NUMBER = 6
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ROW NUMBER = 7
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ROW NUMBER = 8
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CT> -0.9082E + 02 -0.9148E+02
—' ROW NUMBER = 9
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ROW NUMBER = 1O
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ROW NUMBER =11 .
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ROW NUMBER = 12
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O.3080E+OO O.9453E-O2
ROW NUMBER = 13
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0.46O2E+02 O.4572E+02
ROW NUMBER = 14
O.1676E+O3 O.1679E + O3 O.1687E+O3 O.169OE+03 0.1693E-I-03 O.1693E+03 O.1693E+O3 0.1692E+03 O.1691E+03 0.1687E-t-O3
O.1679E+O3 O.1676E+03
ROW NUMBER = 15
0.2896E+O3 O.2899E + 03 6.2906E-1-O3 O.291OE+03 0.2912E+O3 O.2912E+O3 O.2912E+O3 O.2911E-1-O3 O.2910E+O3 O.2906E+O3
0.2898E+03 O.2896E+O3
ROW NUMBER = 16
0.4420E-I-O3 O.4422E+O3 O.443OE+O3 O.4434E+03 0.4436E+O3 O.4436E+O3 O.443eE+03 O.4435E+O3 O.4434E+03 O.4430E+03
-------
cr>
ro
O.4422E+03 O.442OE+O3
ROW NUMBER = 17
O.5944E+03 O.5946E+03
O.5946E+O3 O.5944E+03
ROW NUMBER = 18
0.1204E+04 0.1204E+04
O.1204E+04 O.1204E+04
ROW NUMBER = 19
O.3642E+O4 O.3643E+04
O.3643E+04 0.3642E+04
0.5953E+03 0.5957E-t-O3 O.596OE+O3 0.5960E+O3 0.5960E+03 0.5959E+03 0.5958E+03 0.5954E+03
O.1205E+O4 O. 1205E+O4 0.1206E+04 0.1206E+O4 O.1206E+O4 O.1206E+O4 0.1205E-I-04 O.1205E-I-O4
O.3643E-t-04 O.3644E+O4 O.3644E+O4 O.3644E+O4 0.3644E+O4 0.3644E+04 O.3644E+O4 O.3643E+04
-------
SOIL WATER PRESSURE AT TIME = O.75OOE+02 HOUR
ROW NUMBER = 1
-O.2324E+O3 -O.2201E+O3 -0.2174E+O3 -O.2172E+O3 -0.2182E+O3 -0.2207E+03 -O.2205E+03 -0.2206E+03 -O.22O8E+03 -O.221OE+03
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ROW NUMBER = 2
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ROW NUMBER = 3 ,
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ROW NUMBER = 4
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ROW NUMBER = 5
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ROW NUMBER = 6
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ROW NUMBER = 7
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ROW NUMBER = 8
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CT> -0.90e9E+O2 -O.9152E+O2
OJ ROW NUMBER = 9
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ROW NUMBER = 1O
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ROW NUMBER =11
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ROW NUMBER = 12
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O.4O32E+00 O.9453E-02
ROW NUMBER = 13
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O.4612E+02 0.4572E+02
ROW NUMBER = 14
O.1676E + O3 0. 168OE + O3 0.1691E+O3 O'. 1697E+O3 0.1701E+O3 0.17O3E+03 O.1704E+03 O.1703E+03 O.17OOE+03 0.1693E+03
0.1680E+O3 0.1676E+03
ROW NUMBER = 15
0.2896E+O3 0.2899E+O3 6.2910E+O3 O.2916E+O3 O.2920E+03 0.2922E+03 O.2923E+O3 O.2922E+03 O.2919E+03 O.2912E+O3
O.2899E+O3 O.2896E+03
ROW NUMBER = 16
0.4420E+03 0.4423E+O3 0.4434E+03 O.4440E*03 0.4444E+03 O.4446E+O3 O.4447E+03 O.4446E+03 0.4443E+O3 0.4436E+03
-------
CT>
-P.
O.4423E+O3 0.4420E+03
ROW NUMBER = 17
O.5944E+O3 0.5947E+O3
O.5947E+03 0.5944E+03
ROW NUMBER = 18
O. 1204E+O4 0.12O4E+04
O.1204E+04 0.1204E+04
ROW NUMBER = 19
0.3642E+04 O.3643E+04
O.3643E+O4 O.3642E+04
O.5958E-t-O3 O.5964E-I-03 O.5968E+03 O.5970E+O3 O.5971E-I-O3 O.597OE+03 0.5967E-<-O3 O.5960E+03
O.1205E+O4 O.12O6E+04 0.12O6E+04 O.12O7E+O4 O.12O7E+O4 O.12O7E+04 O.1206E+O4 O.1206E+O4
O.3644E+04 O.3644E+04 0.3645E-I-04 O.3645E+04 O.3645E+O4 0.3645E+04 0.3645E+04 O.3644E+O4
-------
SOIL WATER PRESSURE AT TIME = O.10OOE+O3 HOUR
ROW NUMBER = 1
-O.2326E+O3 -O.2199E+O3 -0.2170E+O3 -O.2166E+O3 -0.2174E+O3 -0.2198E+O3 -O.2195E+O3 -0.2196E+03 -O.2199E+03 -O.22O4E+03
-0.2223E+03 -O.2310E+O3
ROW NUMBER = 2
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ROW NUMBER = 3
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ROW NUMBER = 4
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ROW NUMBER = 5
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ROW NUMBER = 6
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ROW NUMBER = 7
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-O. 1O56E+03 -O. 1069E-1-O3
ROW NUMBER = 8
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CTt -0.9061E+02 -0.9154E + O2
01 ROW NUMBER = 9
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ROW NUMBER = 10
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ROW NUMBER = 11
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ROW NUMBER = 12
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O.4727E+OO O.9453E-O2
ROW NUMBER = 13
0.4572E+O2 0.4620E+O2 0.4750E+O2 O.4837E+02 O.4894E+O2 0.4925E+O2 O.494OE+O2 0.4928E+O2 O.4883E+O2 O.4791E+02
0.4619E-t-O2 0.4572E+O2
ROW NUMBER = 14
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O.1681E+03 0.1676E+O3
ROW NUMBER = 15
0.2896E+O3 0.29OOE*03 6.2913E+O3 O.2922E+03 O.2928E+O3 O.2931E+03 O.2932E+O3 O.2931E+O3 O.2927E+03 O.2917E+03
O.29OOE+O3 O.2896E*O3
ROW NUMBER = 16
0.4420E+O3 0.4424E*O3 0.4437E+O3 O.4446E+O3 0.4452E+O3 0.4455E+O3 O.4456E-I-O3 0.4455E+03 O.445OE+O3 O.4441E+03
-------
cr>
O-i
O.4424E+03 O.4420E+03
ROW NUMBER = 17
O.5944E+03 O.5948E+O3
0.5948E+O3 0.5944E+O3
ROW NUMBER = 18
0.12O4E+04 O.1204E+04
O. 12O4E+04 O.1204E+04
ROW NUMBER = 19
0.3642E+04 O.3643E+04
O.3643E+04 O.3G42E+O4
0.5961E+O3 O.5970E+O3 O.5975E+03 0.5979E+03 0.5980E+O3 0.5979E+03 O.5974E-I-03 O.5965E+O3
0.1206E+O4 0.1207E+04 0.1207E+O4 0.12O7E+04 0.1208E+04 O.1207E+04 0.1207E+04 O.1206E+O4
O.3644E+O4 O.3645E+O4 0.3645E+04 0.3646E+O4 O.3646E+O4 0.3646E+O4 O.3645E+O4 O.3644E+O4
-------
SOIL WATER PRESSURE AT TIME = 0.50OOE+03 HOUR
ROW NUMBER = 1
-0.2328E+O3 -O.2197E+O3 -O.2155E+O3 -O.2141E+O3 -O.2140E+03 -O.2155E+03 -O.2144E+O3 -0.2146E+O3 -O.2159E+O3 -0.2178E*03
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ROW NUMBER = 2
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-O.1923E+03 -O.2003E+03
ROW NUMBER = 3
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-O.1775E+O3 -0.1848E+O3
ROW NUMBER = 4
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ROW NUMBER = 5
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-0.1495E+03 -O.1533E+O3
ROW NUMBER = 6
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-0.1202E+03 -O.1223E+03
ROW NUMBER = 7
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-0.1O53E+O3 -0.1069E+03
ROW NUMBER = 8
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ROW NUMBER = 9
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ROW NUMBER = 1O
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ROW NUMBER = 11
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-O.4495E+O2 -0.4570E+O2
ROW NUMBER = 12
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O.7570E+00 O.9453E-02
ROW NUMBER =13
O.4572E+O2 O.4647E+O2 O.4886E+O2 O.5O75E*O2 O.5222E+02 O.5327E+O2 O.5416E+O2 O.5397E+02 0.5263E+02 O.5O16E+O2
O.4647E+02 O.4572E+O2
ROW NUMBER = 14
0.1676E+03 0.1684E+03 0.1708E+03 O.1727E+03 0.1741E+O3 0.1752E+O3 0.1761E+O3 0.1759E+O3 0.1745E+03 0.1721E+03
0.1684E+O3 O.1676E*03
ROW NUMBER = 15
0.2896E+03 O.2903E+03 O.2927E+O3 O.2946E+O3 0.2960E+03 0.2971E+03 O.2980E+03 O.2978E+O3 0.2964E+O3 0.294OE+03
O.2903E-I-O3 0.2896E+03 '
ROW NUMBER = 16
O.4420E+O3 O.4427E+03 O.4451E+O3 O.4469E-t-O3 O.4484E*03 0.4495E+03 O.4504E+O3 0.4502E+03 0.4488E+O3 O.4464E+O3
-------
0.4427E+03 O.4420E+03
ROW NUMBER = 17
O.5944E+03 O.5951E+03 O.5974E+03 O.5993E+03 O.6008E+O3 O.6O19E+O3 O.6O27E+O3 O.6O25E+O3 0.6012E+03 O.5987E+O3
O.5951E+03 O.5944E+03
ROW NUMBER =18
O. 12O4E+04 O.1205E+04 O.1207E+04 0.12O9E+04 O.121OE+04 O.1211E^-O4 0.1212E+04 O.1212E+O4 0.1211E-I-04 O.12O8E+O4
O. 12O5E+04 O.1204E+O4
ROW NUMBER = 19
O.3642E+04 O.3643E+04 O.3645E+04 0.3647E+04 0.3649E+04 O.3650E+O4 0.3651E+04 O.365OE+O4 O.3649E+04 O.3647E+O4
O.3643E+04 O.3642E+04
CO
-------
SOIL WATER PRESSURE AT TIME = O.10OOE+04 HOUR
ROW NUMBER = 1
-O.2327E+03 -0.2196E+03 -O.2154E+03 -O.2139E+03 -O.2137E+03 -0.2151E+O3 -0.214OE+O3 -O.2142E+03 -0.2155E+03 -0.2176E+03
-O.2221E+03 -O.2311E+O3
ROW NUMBER = 2
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ROW NUMBER = 3
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-O.1775E+03 -O.1848E+O3
ROW NUMBER = 4
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-O.1635E+03 -O.1690E+03
ROW NUMBER = 5
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-O.1494E+O3 -0.1533E^03
ROW NUMBER = 6
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ROW NUMBER = 7
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-O.1O53E+O3 -O.1O69E+O3
ROW NUMBER = 8
-0.9155E+02 -O.9048E+O2 -0. 8796E+02 -O.86OOE+02 -0.8445E-*-02 -0.8323E+02 -O.8226E+02 -0.8246E+O2 -O.8387E+O2 -0.8643E+O2
-O.9O31E+02 -O.9155E-1-O2
ROW NUMBER = 9
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-O.7525E+02 -O.7624E+02
ROW NUMBER = 10
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-O.6O11E-*O2 -O.6O96E+O2
ROW NUMBER = 11
-O.4575E+O2 -O.4492E+02 -O.4243E+02 -O.4O45E+02 -O.3889E+02 -O.3778E+O2 -0.3682E+02 -O.37O2E+02 -O.3844E+O2 -O.4105E+O2
-0.4493E+02 -O.4570E+O2
ROW NUMBER = 12
-O.1637E-O1 0.7876E+OO O.3279E+01 O.5259E+01 0.6818E+01 0.793OE+01 0.8889E+01 O.8686E+01 O.7267E+01 O.4654E-I-O1
O.7835E-t-OO 0.9453E-O2
ROW NUMBER = 13
O.4572E+O2 O.4650E+O2 O.4899E+O2 O.5097E+02 0.5253E+02 0.5364E+02 O.5460E+02 O.544OE+O2 O.5298E+02 O.5037E-I-O2
O.465OE+02 0.4572E+O2
ROW NUMBER = 14
0.1676E+O3 0. 1684E+O3 O.17O9E+O3 O.1729E+03 0.1744E+03 O.1756E*03 O.1765E+O3 O.1763E+O3 O.1749E+O3 0.1723E+03
O.1684E+O3 O.1676E+O3
ROW NUMBER = 15
O.2836E+03 0.2903E+O3 'O.2928E+03 O.2948E+03 0.2963E+O3 0.2975E+O3 O.2984E+03 O.2982E+O3 O.2968E+O3 O.2942E+O3
O.2903E+03 0.289GE+O3
ROW NUMBER = IS
O.4420E+O3 0.4427E+O3 O.4452E-»03 O.4472E+03 O.4487E+03 O.4498E+O3 O.4508E+O3 O.45O6E+O3 0.4492E+03 0.4466E+O3
-------
O.4427E+O3 0.442OE+O3
ROW NUMBER = 17
O.5944E+O3 0.5951E+O3 O.5976E+O3 0.5996E+O3 0.6011E+03 O.6022E+O3 O.6032E+O3 0.6O30E+03 O.6016E+O3 O.5989E-»-03
O.5951E+O3 0.5944E-I-O3
ROW NUMBER = 18
O.12O4E+O4 0.1205E+04 O.1207E+04 O.12O9E+04 0.1211E+04 O.1212E+O4 0.1213E+O4 O.1213E+O4 0.1211E+O4 0.12O8E+04
0.1205E-IO4 0.1204E+04
ROW NUMBER = 19
O.3G42E+O4 O.3643E+04 O.3645E+O4 0.3647E+04 0.3649E+04 O.365OE+O4 O.3651E+04 0.3651E+O4 0.3649E+O4 O.3647E+04
0.3643E+O4 O.3642E^04
-------
SOIL WATER PRESSURE AT TIME = O.15OOE+O4 HOUR
ROW NUMBER = 1
-0.2327E+03 -0.2196E+O3 -0.2154E+03 -O.2139E+03 -0.2137E+03 -0.2151E+03 -0.2139E+03 -O.2142E+O3 -0.2155E+O3 -O.2176E+03
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ROW NUMBER = 2
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-0.1923E+03 -0.20O3E+03
ROW NUMBER = 3
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-0.1775E+03 -O.1848E+03
ROW NUMBER = 4
-O. 1690E+O3 -O. 1641E+O3 -0. 161OE+O3 -O.1593E+03 -0.1579E+03 -O.1565E+O3 -O.1555E+O3 -O.1557E+O3 -0. 1571E+03 -O. 1593E-1-O3
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ROW NUMBER = 5
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-0.1494E+O3 -O.1533E+O3
ROW NUMBER = 6
-O. 1223E + 03 -0.1203E+03 -O.1177E+03 -O.1158E+03 -0.1143E+03 -0.1131E+O3 -O.1121E+O3 -0.1123E-I-03 -O.1137E+O3 -0.1162E+03
-0.1201E+03 -O.1223E+03
ROW NUMBER = 7
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-0.1O53E+03 -O.1069E+03
ROW NUMBER = 8
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ROW NUMBER = 9
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-0.7525E+02 -O.7624E*02
ROW NUMBER = 10
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-O.6O11E+02 -0.6096E+02
ROW NUMBER = 11
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-0.4493E+02 -O.4570E+O2
ROW NUMBER = 12
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O.7861E+00 0.9453E-02
ROW NUMBER = 13
O.4572E+02 O.4650E+02 O.490OE+02 O.5O98E+02 0.5255E+02 0.5366E+02 O.5462E-1-02 0.5442E+02 0.5300E+02 O.5038E+02
0.4650E+02 0.4572E+02
ROW NUMBER = 14
O.1676E+03 0.1684E+03 0.17O9E+03 O.1729E+03 0.1745E+03 O.1756E+03 O.1765E+03 O.1763E+03 0.1749E+03 O.1723E+03
0.1684E+03 O.1676E+03
ROW NUMBER = 15 ,
0.2896E+03 O.2903E+O3 O.2928E+O3 O.2948E+O3 O.2964E+03 0.2975E+03 0.2984E+03 O.2982E+03 0.2968E+03 0.2942E+O3
0.2903E+03 O.2896E+03
ROW NUMBER = 16
O.4420E+O3 O.4427E+03 0.4452E+03 O.4472E+03 0.4487E+03 O.4499E+03 0.4508E+03 O.45O6E+O3 0.4492E+O3 0.4466E+03
-------
--J
ro
O.4427E+O3 O.442OE+O3
ROW NUMBER = 17
0.5944E+03 0.5951E+O3 0.5976E+03 0.5996E+03 O.6011E+03 0.6022E+03 0.6032E+03 0.6030E+03 O.6O16E+O3 0.5990E+O3
0.5951E+03 0.5944E^-03
ROW NUMBER = 18
0.1204E+04 0.1205E+04 0.1207E+04 0.1209E+04 0.1211E+04 O.1212E+04 0.1213E+04 O.1213E+04 0.1211E+04 O.12O8E+O4
0.1205E+04 O.1204E+O4
ROW NUMBER = 19
O.3G42E+04 O.3643E+04 O.3645E+O4 0.3647E+04 O.3649E+04 O.3650E+O4 O.3651E+04 O.3651E+04 O.3649E+04 O.3647E+O4
O.3643E+04 O.3642E+04
-------
SOIL WATER PRESSURE AT TIME = 0.20OOE+04 HOUR
ROW NUMBER = 1
-0.2327E+03 -0.2196E+03 -0.2154E+O3 -O.2139E+03 -0.2137E+03 -0 . 2 15 1E+03 -0.2139E+O3 -0.2142E+03 -0.2155E+03 -O.2176E+03
-0.2221E+O3 -O.2311E+O3
ROW NUMBER = 2
-O.2OO6E+03 -0.1923E+O3 -O.1887E+03 -O.1872E+03 -0.1860E+O3 -0.1852E+03 -0.1842E+O3 -0. 1844E+03 -0. 1858E-I-03 -O.1879E+O3
-0. 1923E + 03 -0.2003E+03
ROW NUMBER = 3
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-0.1775E+03 -0.1848E+O3
ROW NUMBER = 4
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-0.1635E+03 -0.1690E+03
ROW NUMBER = 5
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-O.1494E+03 -O.1533E+O3
ROW NUMBER = 6
-O.1223E+03 -0.12O3E+O3 -O.1177E+03 -0. 1 158E+03 -0.1143E+O3 -O.1131E+03 -0.1121E+O3 -0.1123E+03 -0.1137E+03 -O.1162E+03
-0.1201E+03 -0.1223E+03
ROW NUMBER = 7
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-O.1053E+03 -O.1O69E+03
ROW NUMBER = 8
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ROW NUMBER = 9
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ROW NUMBER = 10
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ROW NUMBER = 11
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ROW NUMBER = 12
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0.7863E+OO 0.9453E-O2
ROW NUMBER = 13
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0.4650E-I-02 0.4572E+02
ROW NUMBER = 14
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0.1684E+O3 O.1676E+03
ROW NUMBER = 15 ,
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ROW NUMBER - 16
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-------
O.4427E+O3 O.442OE+03
ROW NUMBER = 17
O.5944E+O3 O.5951E+03 O.5976E+O3 0.5996E+03 0.6011E+03 0.6O22E+O3 O.6032E+03 0.6O30E+O3 O.6016E+O3 0.5990E+03
O.5951E+O3 0.5944E+03
ROW NUMBER = 18
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O.1205E+04 0.12O4E+O4
ROW NUMBER = 19
O.3642E+O4 O.3643E+O4 O.3645E+O4 0.3647E+04 0.3649E+O4 O.3650E+O4 O.3651E+04 O.3651E+O4 O.3649E+O4 0.3647E+O4
0.3643E+O4 0.3642E-t-04
-------
SOIL WATER PRESSURE AT TIME = 0.25OOE+04 HOUR
ROW NUMBER = 1
-O.2327E+03 -O.2196E+O3 -0.2154E+03 -O.2139E+03 -0.2137E+03 -O.2151E+O3 -O.2139E+03 -0.2142E+03 -0.2155E+O3 -0.2176E+03
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ROW NUMBER = 2
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ROW NUMBER = 3
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ROW NUMBER = 4
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ROW NUMBER = 5
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-O.1494E+03 -O.1533E+O3
ROW NUMBER = 6
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ROW NUMBER = 7
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ROW NUMBER = 8
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-O.9O31E+02 -O.9155E+02
ROW NUMBER = 9
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-0.7525E^02 -0.7624E+02
ROW NUMBER = 10
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ROW NUMBER = 11
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ROW NUMBER = 12
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O.7864E+OO O.9453E-O2
ROW NUMBER = 13
0.4572E+02 O.4650E+02 0.49OOE+02 O.5O99E+O2 O.5255E+02 0.5366E+02 0.54G2E+02 0.5442E+02 O.5300E+02 0.5038E+02
0.4650E+02 0.4572E+02
ROW NUMBER = 14
O.1676E+03 0.1684E+03 O.17O9E+O3 O.1729E+03 O.1745E+03 0.1756E+O3 O.1765E+03 O.17G3E+03 O.1749E+O3 0.1723E+03
O.1684E+03 O.1S76E+O3
ROW NUMBER = 15
0.2896E*03 0.29O3E+O3 O.2928E+O3 O.2948E+O3 O.2964E+03 O.2975E+O3 O.2984E+O3 O.2982E+O3 O.2968E+O3 O.2942E+O3
O.29O3E*03 0.2896E+03
ROW NUMBER = 16
0.4420E+03 0.4427E+O3 O.4452E+O3 O.4472E+O3 O.4487E+03 O.4499E+03 O.4508E+O3 O.45O6E+O3 O.4492E+O3 O.4466E+03
-------
0.4427E+03 0.442OE+03
ROW NUMBER = 17
0.5944E+O3 0.5951E+O3 O.5976E+O3 0.5996E+03 O.6011E+03 O.6O22E+O3 O.6O32E+03 O.6O30E+O3 O.6016E-t-03 0.599OE+03
0.5951E+03 0.5944E+03
ROW NUMBER = 18
O.12O4E+O4 0.1205E+04 O.12O7E+O4 O.12O9E+04 O.1211E-t-04 O.1212E+O4 O.1213E+O4 O.1213E+04 O.1211E-1-O4 0.1208E-I-O4
O.1205E-»O4 0.1204E+04
ROW NUMBER = 19
O.3642E+O4 0.3643E+04 O.3645E+O4 O.3647E+O4 0.3649E+04 0.3650E+O4 O.3651E+04 O.3651E+O4 0.3649E+04 O.3647E+O4
O.3643E+04 0.3642E+04
en
-------
SOIL WATER PRESSURE AT TIME = O.300OE+04 HOUR
ROW NUMBER = 1
-O.2327E+03 -0.2196E+O3 -0.2154E+03 -O.2139E+O3 -O.2137E+03 -0.2151E+03 -O.2139E+03 -0.2142E+O3 -O.2155E+03 -O.2176E+03
-O.2221E+03 -0.2311E+03
ROW NUMBER = 2
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ROW NUMBER = 3
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-O.1775E+03 -0.1848E+03
ROW NUMBER = 4
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-O.1635E+03 -0.1690E+03
ROW NUMBER = 5
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-O.1494E+03 -O.1533E+O3
ROW NUMBER = 6
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-0.1201E+03 -O.1223E+03
ROW NUMBER = 7
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-O.1O53E+03 -0.1O69E+O3
ROW NUMBER = 8
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ROW NUMBER = 9
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-O.7525E+02 -0.7G24E+O2
ROW NUMBER = 10
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-0.6011E*02 -0.6096E+02
ROW NUMBER = 11
-O.4575E+02 -O.4492E+O2 -O.4242E+02 -O.4O44E+O2 -O.3888E+02 -0.3776E+02 -O.3680E+O2 -O.370OE+O2 -O.3843E+02 -0.41O5E+02
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ROW NUMBER = 12
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0.7863E+00 O.9453E-O2
ROW NUMBER = 13
O.4572E+02 0.465OE+O2 O.49OOE+O2 O.5099E+02 0.5255E+02 O.5366E+O2 O.5463E+O2 O.5442E+O2 O.53OOE+O2 O.5O38E+O2
O.465OE-»02 O.4572E+02
ROW NUMBER = 14
O.1676E+03 O.1684E*03 0.1709E+O3 O.1729E+03 0.1745E+03 O.1756E+O3 O.1765E+O3 O.1763E+O3 O.1749E+03 O.1723E+O3
O.1684E+03 O.1676E+03
ROW NUMBER = 15
O.2896E+O3 O.29O3E+O3 0.2928E+O3 O.2948E+O3 O.2964E+O3 0.2975E+O3 O.2984E+O3 O.2982E+O3 O.2968E+O3 O.2942E+O3
0.29O3E+03 0.2896E+O3
ROW NUMBER = 16
O.4420E+03 0.4427E+03 0.4452E+03 O.4472E+03 0.4487E+03 O.4499E+03 O.45O8E+03 O.4506E-»-O3 0.4492E+03 O.4466E+03
-------
O.4427E+03 0.4420E+03
ROW NUMBER = 17
O.5944E+03 O.5951E+O3 O.5976E+O3 O.5996E+O3 O.6O11E+O3 O.6O22E+O3 0.6032E+03 O.G030E+03 0.6O16E+O3 0.5990E+O3
0.5951E*03 0.5944E+03
ROW NUMBER = 18
0. 12O4E-»-04 O. 12O5E+04 O.1207E+04 O.1209E+O4 0.1211E+O4 O.1212E+04 O.1213E-I-O4 O.1213E-I-O4 0.1211E-I-04 O.1208E+O4
0. 1205E+04 0.1204E+04
ROW NUMBER = 19
0.3G42E+04 0.3643E-»-04 0.3645E+04 0.3647E+04 0.3649E-»-O4 0.3650E+04 0.3651E-t-04 0.3651E+04 0.3649E+O4 O.3647E+04
O.3643E+04 0.3642E+04
00
-------
SOIL WATER PRESSURE AT TIME = 0.35OOE+04 HOUR
ROW NUMBER = 1
-O.2327E+O3 -O.2196E+03 -0.2154E+O3 -O.2139E+03 -0.2137E+03 -0.2151E+O3 -0.2139E+O3 -O.2142E+O3 -O.2155E+03 -O.2176E+03
-O.2221E+O3 -O.2311E+O3
ROW NUMBER = 2
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-0.1923E+03 -0.2OO3E+O3
ROW NUMBER = 3
-O.1848E+03 -0.1783E+03 -0.175OE+03 -O.1734E+03 -0.1720E+03 -0.1704E+03 -O. 1695E+O3 -O. 1697E+03 -0.171OE+03 -O.1732E+O3
-O.1775E+O3 -O.1848F+03
ROW NUMBER = 4
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ROW NUMBER = 5
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-O.1494E+O3 -0.1533E+03
ROW NUMBER = 6
-O.1223E+03 -0.1203E+03 -0.1177E+03 -O.1158E+03 -0.1143E+03 -0.1131E+03 -0.1121E+03 -0.1123E+03 -O.1137E+03 -O.1162E+03
-O.1201E+03 -O.1223E+03
ROW NUMBER = 7
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-O.1O53E+O3 -0.1O69E+03
ROW NUMBER = 8
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-0.9O31E+02 -O.9155E+02
ROW NUMBER = 9
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-0.7525E+02 -0.7624E+02
ROW NUMBER = 1O
-0.61O2E+02 -0.6010E+O2 -0.5760E-»-O2 -0.5562E+02 -O.5407E+02 -0.5296E+02 -O.5200E+O2 -0.5221E+02 -O.5362E+O2 -0.5623E+02
-O.6O11E+02 -0.6096E+02
ROW NUMBER = 1 1
-O.4575E+02 -0.4492E+O2 -0.4243E+02 -O.4044E+O2 -0.3888E+02 -0.3776E+O2 -O.3680E+02 -0.3701E+02 -0.3843E+02 -O.4105E+02
-0.4493E+02 -0.4570E+02
ROW NUMBER = 12
-O.1639E-01 O.7887E+00 0.3282E+01 O.5270E+01 O.6831E+01 0.7949E+01 O.8908E+O1 0.87O4E+O1 O.7283E-I-01 O.4663E+01
0.7859E+OO O.9453E-02
ROW NUMBER = 13
O.4572E+O2 O.4650E+O2 0.4900E+O2 O.5O98E+02 O.5255E+02 O.5366E+02 O.5462E+O2 O.5442E+O2 O.5300E+02 O.5O38E+02
0.4650E+O2 0.4572E+02
ROW NUMBER = 14
O.1676E+O3 O.1684E+03 0.17O9E+03 O.1729E+O3 O.1745E-I-03 O.1756E+O3 0.1765E+O3 0.1763E+O3 O.1749E+03 O.1723E+03
0.1684E+03 O.1676E+03
ROW NUMBER = 15 ,
O.2896E+O3 0.29O3E+O3 O.2928E+03 O.2948E+O3 O.2964E+03 O.2975E+03 O.2984E+03 0.2982E+O3 O.2968E+03 O.2942E+03
O.2903E+O3 O.2896E4Q3
ROW NUMBER = 16
0.4420E+O3 0.4427E+03 0.4452E+03 O.4472E+O3 0.4487E+O3 0.4499E+O3 0.4508E+O3 O.4506E+O3 O.4492E+03 O.4466E+03
-------
cx>
o
O.4427E+03 0.4420E+O3
ROW NUMBER = 17
O.5944E+O3 0.5951E+O3 0.5976E+03 0.5996E+03 0.6011E+O3 O.6022E+O3 0.6032E+03 O.6030E+03 0.6016E+03 O.5990E-I-03
O.5951E+03 O.5944E+03
ROW NUMBER = 18
0.1204E+O4 0.1205E+O4 0.1207E+04 0.12O9E+04 0.1211E+04 0.1212E+04 0.1213E+04 0.1213E+04 0.1211E+04 O.1208E+04
0.1205E+04 0.1204E+04
ROW NUMBER = 19
O.3G42E+04 O.3643E+04 O.3645E+04 O.3647E+04 0.3649E+04 O.3650E-I-O4 O.3651E+04 O.3651E+O4 0.3649E-I-04 0.3647E+04
O.3643E+04 0.3642E+O4
-------
SOIL WATER PRESSURE AT TIME = 0.4000E+04 HOUR
ROW NUMBER = 1
-0.2327E+03 -0. 2 196E+03 -0.2154E+O3 -O.2139E+03 -0.2137E+03 -0.2151E+03 -0.2139E+03 -0. 2142E-I-03 -0.2155E+03 -0. 2176E+03
-O.2221E+03 -0.2311E+O3
ROW NUMBER = 2
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-O.1923E+03 -0.2003E+O3
ROW NUMBER = 3
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-0.1775E+03 -0.1848E+03
ROW NUMBER = 4
-O. 1690E+03 -O.I641E+O3 -O.1610E+O3 -O.1593E+03 -0.1579E+03 -O.1565E+O3 -O.1555E+O3 -O. 1557E+O3 -O.1571E+O3 -O. 1593E-t-O3
-O.1635E+O3 -0.1690E+O3
ROW NUMBER = 5
-0.1534E+03 -0.1497E+03 -0.1468E+03 -O.1450E+O3 -0.1436E+03 -0.1424E+03 -0.1414E+03 -0.1416E+03 -O.143OE+O3 -0.1454E+03
-O.1494E+O3 -0.1533E»-03
ROW NUMBER = 6
-0.1223E+03 -0.1203E+03 -0.1177E+03 -O.1158E+03 -O.1143E+03 -0.1131E+03 -0.1121E+03 -0.1123E+03 -O.1137E+O3 -O.1162E+03
-0.1201E+O3 -0.1223E+O3
ROW NUMBER = 7
-0.1068E+03 -0.1056E+03 -O.1031E+03 -O.1O11E+O3 -O.9959E^02 -0.9821E+O2 -0.9722E+02 -0.9743E+02 -O.9883E+02 -0.1014E+O3
-O.1O53E+03 -O.1069E+O3
ROW NUMBER = 8
00 -0.9155E+O2 -O.9048E+O2 -0.8795E+02 -O.8598E+O2 -0.8444E+02 -O.8321E+O2 -O.8223E+02 -O.8244E+O2 -0.8385E-1-O2 -O.8642E+02
—' -0.9031E+02 -0.9155E+02
ROW NUMBER = 9
-0.7629E+02 -0.7528E+02 -0.7276E+O2 -O.7079E+O2 -0.6923E+02 -0.6811E+02 -0.6715E+02 -O.6736E+02 -O.6877E+02 -0.7137E+O2
-0.7525E+02 -0.7624E+02
ROW NUMBER = 10
-0.6102E+O2 -0.6O10E+02 -0.5759E+02 -O.5562E+02 -O.5406E+02 -O.529GE+02 -0.5200E+02 -O.5220E+O2 -O.5362E+02 -O.5623E+02
-0.6O11E+02 -O.6096E+02
ROW NUMBER = 11
-0.4575E+O2 -0.4492E+02 -O.4242E+02 -O.4O44E+O2 -0.3887E+02 -0.3776E+02 -O.368OE+O2 -0.37OOE+02 -0.3843E+02 -O.4105E+O2
-O.4493E+O2 -0.457OE+O2
ROW NUMBER = 12
-O.1637E-01 0.7893E+OO O.3287E+01 O.5273E+O1 0.6836E+O1 O.7952E+01 0.8911E+01 0.8708E+O1 O.7284E+01 O.4663E+01
O.7861E+OO O.9453E-02
ROW NUMBER = 13
O.4572E+02 0.4650E+02 0.4900E+O2 O.5099E+02 0.5255E+02 O.5367E+02 0.5463E+02 0.5442E-»-O2 0.5300E+02 O.5O38E+02
0.465OE+O2 O.4572E+02
ROW NUMBER = 14
O.1676E+O3 0.1684E+O3 O.1709E+03 O.1729E+O3 0.1745E+O3 0.1756E+03 0.1765E+03 0.1763E+O3 0.1749E+03 0.1723E+03
O.1684E+03 0.1676E*03
ROW NUMBER =15 ,
O.2896E+O3 0.2903E+O3 O.2928E+O3 O.2948E+03 O.2964E+O3 O.2975E+03 O.2984E+O3 O.2982E+O3 O.2968E+O3 O.2942E+03
O.29O3E+03 0.2896E+03
ROW NUMBER * 16
O.442OE+O3 O.4427E+O3 O.4452E+O3 O.4472E+O3 O.4487E+O3 O.4499E+O3 O.45O8E+03 O.45O6E+O3 0.4492E+03 O.4466E+03
-------
00
ro
O.4427E+03
ROW NUMBER =
O.5944E+03
0.5951E+03
O.442OE+O3
17
0.5951E+03
O.5944E+O3
ROW NUMBER = 18
0.12O4E+04 O.1205E+04
0. 12O5E+O4 O.1204E+04
ROW NUMBER = 19
0.3642E+04 O.3643E+04
0.3643E+04 O.3642E+04
0.5976E+03 0.5996E-»-03 O.6O11E-KD3 O.6O22E+O3 O.GO32E+O3 O.6O30E+O3 O.6O16E-«-03 O.5990E+03
0. 1207E+04 0.1209E+04 0.1211E+04 0.1212E+04 O.1213E+O4 O.1213E+04 O.1211E-I-04 O.1208E+04
O.3645E+04 O.3647E+04 0.3649E+04 O.3650E+O4 O.3651E+O4 O.3651E+04 O.3649E+O4 0.3647E+04
-------
SOIL WATER PRESSURE AT TIME = 0.45OOE+04 HOUR
ROW NUMBER = 1
-O.2327E+03 -O.2196E+03 -0.2154E+03 -O.2139E+03 -0.2137E+03 -0.2151E+03 -0.2139E+03 -0.2142E+03 -0.2155E+03 -0.2176E+03
-O.2221E+03 -0.2311E+03
ROW NUMBER = 2
-O.2O06E+O3 -O.1923E+O3 -O.1887E+O3 -0. 1872E-I-03 -0.1860E+03 -0.1852E+03 -0.1842E+03 -0.1844E+O3 -0.1858E+O3 -0.1879E+O3
-O.1923E+03 -O.2003E+03
ROW NUMBER = 3
-0.1848E+O3 -0.1783E+03 -0.175OE+03 -0. 1 734E+03 -0.1720E+03 -0.1704E+03 -0.1695E+O3 -0.1697E+03 -O.1710E+03 -O.1732E+O3
-0.1775E+03 -0.1848E+03
ROW NUMBER = 4
-O.169OE+03 -0.1641E+03 -0.1610E+O3 -O\1593E+O3 -0.1579E+03 -0.1565E+03 -0.1555E+O3 -0.1557E+O3 -O.1571E+O3 -O.1593E+O3
-0.1635E+O3 -O.1690E+03
ROW NUMBER = 5
-O.1534E+03 -0.1497E+03 -0.1468E+O3 -O.1450E+O3 -0.1436E+O3 -O.1424E+03 -O.1414E+O3 -O.1416E+O3 -O.1430E+O3 -O.1454E+O3
-O.1494E+O3 -O.1533E+O3
ROW NUMBER = 6
-0.1223E+03 -0.1203E+O3 -0.1177E+03 -0.1158E+03 -0.1143E+03 -O.1131E+03 -0.1121E+03 -0.1123E+03 -0.1137E+O3 -0.1162E+O3
-O.1201E+03 -O.1223E+03
ROW NUMBER = 7
-O.1O68E+03 -O.105SE+03 -O.1O31E+O3 -O.1O11E+03 -0.9959E+02 -0.9821E+02 -0.9722E+02 -0.9743E+02 -0.9883E+O2 -0.1O14E+03
-O.1053E+03 -O.1069E+03
_, ROW NUMBER = 8
Oo -O.9155E+02 -0.9O48E+02 -O.8795E+02 -O.8599E+02 -0.8444E+02 -O.8321E+02 -0.8223E+02 -O.8244E+O2 -0.8385E+02 -O.8642E+02
oo -0.9O31E+02 -0.9155E+O2
ROW NUMBER = 9
-O.7G29E+02 -O.7528E+02 -O.7276E+O2 -O.7079E+02 -O.6924E+O2 -O.6811E+02 -O.6715E+O2 -0.6735E+O2 -O.6877E+O2 -O.7137E+O2
-O.7525E+02 -0.7624E+02
ROW NUMBER = 10
-O.61O2E+O2 -O.6010E+O2 -O.5760E+O2 -O.5562E+O2 -O.5406E+02 -O.5296E+02 -0.5200E+O2 -O.522OE+O2 -0.5362E+O2 -O.5623E+02
-O.6O1 IE-t-02 -O.6096E+O2
ROW NUMBER =11
-O.4575E+02 -0.4492E-1-02 -0.4242E+02 -O.4O44E+O2 -0.3888E+02 -O.3776E+02 -O.3680E+02 -O.37OOE+02 -O.3842E+O2 -0.4105E+O2
-O.4493E+02 -O.4570E+O2
ROW NUMBER = 12
-O.1637E-01 O.7886E+OO 0.3285E-KM O.5271E+O1 O.6834E+01 0.7950E+O1 0.8911E+O1 0.8709E+O1 0.7285E+01 0.4663E+O1
O.7859E+OO O.9453E-02
ROW NUMBER = 13
O.4572E+02 0.4650E+02 O.49OOE+02 O.5099E-I-02 0.5255E+02 0.5367E+02 0.5463E+O2 0.5442E+02 0.530OE+02 O.5038E+O2
0.465OE+02 0.4572E+02
ROW NUMBER = 14
O. 1676E+O3 O. 1684E+03 O.17O9E+O3 O.1729E+O3 O.1745E+O3 O.1756E + 03 0.1765E+O3 O.1763E+O3 O.1749E+O3 O.1723E+O3
0.1684E+03 O.1676E+03
ROW NUMBER = 15 ,
O.2896E+03 0.2903E+O3 O.2928E+O3 O.2948E+O3 O.2964E+03 0.2975E+O3 0.2984E+O3 O.2982E+O3 O.2968E+O3 O.2942E+O3
O.29O3E+03 O.2896E+03
ROW NUMBER = 16
O.4420E+O3 O.4427E+O3 O.4452E+O3 O.4472E-t-03 O.4487E+O3 O.4499E+03 O.45O8E+O3 O.45O6E+O3 0.4492E+O3 O.4466E+O3
-------
O.4427E+O3 0.4420E+O3
ROW NUMBER = 17
O.5944E+O3 0.5951E+O3
0.5951E+O3 O.5944E+O3
ROW NUMBER = 18
0.1204E+O4 0.12O5E+04
0. 1205E+O4 0.12O4E+04
ROW NUMBER = 19
0.3642E+O4 0.3643E+04
0.3643E+O4 0.3642E+04
0.5976E-I-03 O.5996E+O3 O.6O11E<-O3
O.1207E+O4 0.12O9E+O4 0.1211E+O4
0.3645E+O4 0.3647E+04 O.3649E+O4
O.6O22E+O3 0.6032E+03 0.6O30E-I-03 O.6O16E+O3 O.599OE+O3
0.1212E+O4 0.1213E+O4 O.1213E+04 0.1211E-»-04 0.12O8E+04
O.3650E+O4 0.3651E+04 O.3651E+O4 0.3649E+O4 O.3647E+O4
oo
-------
SOIL WATER PRESSURE AT TIME = O.500OE+04 HOUR
ROW NUMBER = 1
-O.2327E+03 -0.2196E+03 -0.2154E+O3 -O.2139E+O3 -O.2137E+03 -O.2151E+03 -O.2139E+O3 -O.2142E+O3 -0.2155E+O3 -0.2176E+O3
-O.2221E+03 -0.2311E+03
ROW NUMBER = 2
-0.20O6E+03 -O.1923E+03 -O.1887E+03 -O.1872E+O3 -O.186OE+03 -0.1852E+O3 -O.1842E+O3 -O.1844E+03 -O.1858E+03 -0.1879E+03
-O.1923E+03 -0.2003E+03
ROW NUMBER = 3
-O.1848E+03 -O.1783E+O3 -O.175OE+O3 -O.1734E+O3 -O.172OE+03 -O.17O4E+03 -O.1695E+O3 -0.1697E+03 -O.1710E+O3 -0.1732E+03
-O.1775E+O3 -O.1848E+O3
ROW NUMBER = 4
-0.1690E+03 -0.1641E+O3 -O. 1610E+O3 -O.1593E+03 -0. 1579E-I-03 -0.1565E+03 -O.1555E+O3 -0. 1557E+03 -0.1571E+O3 -O.1593E+03
-O.1635E+O3 -O.1690E+O3
ROW NUMBER = 5
-0. 1534E+O3 -O. 1497E+O3 -O.1468E+03 -O.1450E+03 -0.1436E+03 -0. 1424E+03 -O.1414E+O3 -O. 1416E+O3 -O. 1430E-1-03 -O.1454E+03
-0.1494E+03 -O.1533E+O3
ROW NUMBER = 6
-0. 1223E+03 -0.1203E+03 -O.1177E+03 -O . 1158E+03 -0.1143E+03 -0.1131E+03 -0.1121E+03 -0.1123E+03 -0.1137E+03 -0.1162E+03
-0.12O1E+03 -O.1223E+O3
ROW NUMBER = 7
-O.1O68E+O3 -O.1056E+03 -O.1031E+O3 -O.1O11E+O3 -O.9959E+02 -O.9821E+O2 -O.9722E+O2 -0.9743E+02 -0.9883E+O2 -0.1O14E+03
-0.1053E+O3 -O.1O69E+03
ROW NUMBER = 8
££j -0.9155E+02 -0.9048E+02 -0.8795E+02 -O.8598E+O2 -O.8443E+02 -O.8321E+02 -0.8223E+O2 -O.8244E+02 -0.8385E+O2 -0.8642E+02
tn -0.9O31E+O2 -O.9155E+02
ROW NUMBER = 9
-0.7629E+02 -O.7528E+O2 -O.7276E+O2 -O.7O79E+02 -O.6923E+02 -O.6811E+O2 -0.6715E+02 -O.6735E+02 -0.6877E+O2 -O.7137E+O2
-O.7525E+O2 -O.7624E+02
ROW NUMBER = 10
-0.61O2E+02 -0.6O1OE+02 -0.5759E+02 -O.5562E+O2 -0.54O6E-I-02 -0.5296E+02 -0.5200E+O2 -0.5220E+02 -O.5362E+02 -O.5623E+02
-O.6O11E+O2 -0.6096E+02
ROW NUMBER =11
-O.4575E+02 -0.4492E+O2 -O.4242E+O2 -O.4044E+O2 -0.3887E+02 -O.3776E+02 -0.3680E+O2 -O.3700E+O2 -O.3843E+O2 -O.4104E+02
-0.4492E+O2 -0.4570E+O2
ROW NUMBER = 12
-0.1637E-01 0.7885E«-00 0.3287E+01 O.5273E+01 0.6838E+01 0.7953E+01 0.8912E+01 0.8708E*01 0.7284E-1-01 0.4665E+O1
0.7863E+OO 0.9453E-02
ROW NUMBER = 13
O.4572E*O2 0.465OE+O2 O.4900E+02 O.5099E+O2 O.5255E+02 O.5367E+02 O.5463E+O2 O.5442E+02 O.53OOE+02 O.5O38E+02
0.4650E+02 0.4572E+02
ROW NUMBER = 14
O. 1676E+03 0.1684E+O3 O.17O9E+03 O.1729E+O3 0.1745E-I-03 O.1756E+03 0.1765E+03 O.1763E+O3 0.1749E+03 O.1723E+03
0.1684E+03 0.1676E+03
ROW NUMBER = 15 ,
0.2896E+03 0.29O3E+O3 O.2928E+O3 O.2948E-I-O3 O.2964E+03 O.2975E+03 O.2984E+O3 O.2982E+03 O.2968E+O3 O.2942E+O3
O.29O3E+O3 0.2896E+O3
ROW NUMBER - 16
0.4420E+03 0.4427E+O3 0.4452E+03 O.4472E+O3 0.4487E+03 0.4499E+03 0.4508E+O3 0.4506E+03 0.4492E+03 O.4466E+O3
-------
oo
en
0.4427E+O3 0.4420E+O3
ROW NUMBER = 17
O.5944E+O3 O.5951E+03 O.5976E+O3 0.5996E+03 O.6O11E+O3 0.6O22E+03 0.6032E+03 0.6O3OE+03 0.6016E+03 O.5990E+03
0.5951E+03 0.5944E^03
ROW NUMBER = 18
0. 1204E+O4 0. 1205E+O4 O.1207E+O4 0.1209E+04 0.1211E+O4 0.1212E-1-04 O.1213E+O4 O.1213E+04 O.1211E-I-O4 0.12O8E+O4
O.1205E+O4 0.12O4E+04
ROW NUMBER = 19
O.3642E+04 0.3643E+04 0.3645E+O4 0.3647E-»-04 0.3649E+O4 0.3650E+04 O.3651E+O4 0.3651E+04 O.3649E+04 0.3647E+O4
O.3643E+O4 O.3G42E^O4
-------
SOIL WATER PRESSURE AT TIME = 0.5025E+04 HOUR
ROW NUMBER = 1
-0.2327E+03 -O.2196E+O3 -O.2154E+03 -O.2139E+03 -O.2137E+03 -O.2151E+O3 -O.2139E+03 -O.2142E+03 -O.2155E+O3 -0.2176E+O3
-0.2221E+O3 -O.231 1E-I-03
ROW NUMBER = 2
-0.2OO6E+03 -0.1923E+03 -0.1887E+03 -0.1872E+03 -O.1860E+03 -O.1852E+O3 -0.1842E+03 -0.1844E+03 -0.1858E+03 -0.1879E+03
-0.1923E+03 -0.2O03E+03
ROW NUMBER = 3
-O.1848E+O3 -0.1783E+03 -O.1750E+O3 -O.1734E-I-O3 -0.1720E+O3 -0.17O4E+03 -O.1695E+03 -0.1697E+O3 -O.171OE+03 -O.1732E+03
-O.1775E+O3 -O.1848E+O3
ROW NUMBER = 4
-0.1690E+03 -0.1641E+03 -O.1610E+O3 -0.1593E+O3 -0.1579E+O3 -0.1565E+03 -0.1555E+03 -0.1557E+03 -0.1571E+03 -O.1593E+03
-O.1635E+03 -O.1690E+03
ROW NUMBER = 5
-O.1534E+03 -O. 1497E+O3 -O.1468E+O3 -0. 1450E-I-03 -0.1436E+O3 -O.1424E+O3 -O.1414E+O3 -0. 1416E+O3 -O.143OE+03 -O.1454E+O3
-O.1494E+03 -O.1533E+03
ROW NUMBER = 6
-0.1223E+03 -0.1203E+03 -0.1177E+03 -0.1158E+03 -0.1143E+03 -0.1131E+03 -0.1121E+03 -0.1123E+03 -0.1137E+O3 -O.1162E+03
-O.1201E+03 -O.1223E+03
ROW NUMBER = 7
-O.1068E+O3 -0.1056E+03 -O.1031E+O3 -O.1011E+03 -0.9959E+02 -O.9821E+02 -0.9722E+O2 -0.9743E+02 -O.9883E+O2 -O.1O14E+03
-0.1053E+O3 -0.1069E+03
ROW NUMBER = 8
T? -0.9155E+02 -O.9O48E+02 -O.8795E+02 -O.8598E+02 -0.8444E+02 -0.8321E+02 -0.8223E+O2 -O.8244E+02 -0.8385E+02 -O.8642E+O2
Sj -0.9O31E+02 -O.9155E+02
ROW NUMBER = 9
-O.7629E+02 -O.7528E+02 -O.7276E+02 -0.7O79E+O2 -O.6923E+O2 -O.6811E+O2 -0.6715E+02 -0.6735E+O2 -0.6877E+O2 -0.7137E+O2
-0.7525E+02 -0.7624E+O2
ROW NUMBER = 10
-0.61O2E+02 -O.6O10E+02 -O.5759E+02 -O.5562E+02 -0.5406E+02 -O.5296E+O2 -O.5200E^02 -O.5220E+02 -0.5362E+02 -O.5623E+02
-O.6O11E+02 -0.6096E+02
ROW NUMBER = 1 1
-0.4575E+02 -0.4492E+02 -O.4242E+02 -O.4O44E+02 -0.3887E->-02 -O.3776E+02 -0.3680E+O2 -0.3700E+02 -0.3843E+02 -O.4104E+02
-0.4493E+02 -O.4570E+02
ROW NUMBER = 12
-O.1636E-01 0.7888E+00 O.3286E+01 0.5272E+01 0.6835E+01 0.7952E+01 O.8912E+01 0.8708E+O1 0.7284E-I-01 O.4664E+O1
O.7858E+00 O.9453E-02
ROW NUMBER = 13
O.4572E+02 O.4650E+02 0.49OOE-I-O2 O.5O99E+O2 0.5255E+02 O.5367E+02 O.5463E+O2 O.5442E+02 0.53OOE+02 0.5038E-'-02
0.465OE+02 O.4572E+02
ROW NUMBER = 14
O.1676E+O3 O. 1684E+03 0.1709E+O3 O.1729E+03 O.1745E-»-O3 O.1756E+O3 O.1765E+O3 0.1763E+03 0.1749E-I-03 O.1723E+O3
O.1684E+03 0.1676E+03
ROW NUMBER =15
O.2896E+O3 O.29O3E+03 0.2928E+03 O.2948E+03 0.2964E+03 0.2975E+03 0.2984E+O3 O.2982E+O3 0.2968E+03 O.2942E-I-03
0.2903E+O3 O.2896E+03
ROW NUMBER * 16
0.4420E+03 O.4427E+O3 O.4452E-»03 O.4472E+O3 0.4487E+03 O.4499E+03 O.4508E-»-03 0.4506E+O3 O.4492E+03 O.4466E+03
-------
00
00
O.4427E+03 O.4420E+O3
ROW NUMBER = 17
O.5944E+03 0.5951E+03 O.5976E+O3 0.5996E+03 O.6011E-t-O3 O.G022E+03 0.6032E+03 0.6030E+03 O.6016E+O3 0.5990E+O3
O.5951E+O3 O.5944E-I-03
ROW NUMBER = 18
0.1204E+04 O.1205E+04 O.1207E+O4 0.12O9E+04 O.1211E+O4 O.1212E+04 0.1213E+04 0.1213E+04 0.1211E+04 O.12O8E+04
O.1205E+O4 O.12O4E+04
ROW NUMBER = 19
O.3G42E + O4 O.3643E+04 O.3645E+O4 0.3647E+O4 O.3649E+O4 0.3650E+O4 O.3651E+O4 O.3651E+O4 0.3649E-t-04 O.3647E+O4
O.3643E+O4 O.3642E<-O4
-------
APPENDIX G
LISTING OF INPUT DATA TO
THE TRANSPORT MODEL
189
-------
ALDICARB PROJECTION FOR LONG ISLAND, NE AND
19 10
1
1011
(3(6F12,
0.
11250.
27875.
47189,
0,
1 1250,
27875,
47189.
0,
1 1250.
27875,
47189.
0.
11250,
27875.
47189,
0,
1 1250,
27875,
47189.
0.
11250,
27875.
47189.
0,
11250
27875
47189
0
11250
27875
47189
0
1 1250
27875
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11250.0000 855.3038
27875.5996 903.1024
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193
-------
0.0001635
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194
-------
0.0001702 0.0001702 0.0001702 0.0001702 0.0001702
0.0001702 0.0001702 0.0001702 0.0001702 0.0001702
.20690 .20690
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2 1400. OOO 21400.000 800.000
(3(6M2.6./),M2.6)
-219.636810 -192.345322
-105.633255 -90.483414
46.502777 168.412598
3643.016360
-215.397156 -188.728134
-103.083618 -87.951630
49.O00916 170.905624
3645.393550
-213.883286 -187.216370
-101.125122 -85.984924
-178.347488 -164.
-75.283875 -60.
290.323242 442.
-174.998398 -161.
-72.761780 -57
292.810791 445
-173.424271 -159
-70.793549 -55
. 135880 -149.729614
.101028 -44.922150
.712891 595.103271
.025925 -146.812698
.594482 -42.422974
.193115 597.575684
.345978 -145.044525
.620697 -40.438095
-
-120.346558
0.788835
1204.670650
-1 17.679794
3.286298
1207. 1 12790
-1 15.783081
5.271733
TRIN351
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195
-------
50
3647
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52
3648
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172.892120 294.798340 447.182129 599.566162 1209.107670
-185.967148
-84.436310
174.455170
-185.228149
-83.206619
175.571823
•184.241 196
-82.231247
176.532471
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-82.439316
176.327911
-185.788879
-83.848557
174.904556
-187.935440
-86.421204
172.282730
-192.317307
-90.311966
168.409180
-171.953735
-69.234421
296.361328
-170.425491
-68.107498
297.477783
-169.483582
-67. 151978
298.438477
-169.675125
-67.354950
298.233643
-171.026642
-68.771545
296.810547
-173.207214
-71.366287
294.187500
-177.536148
-75.247864
290.317627
-157.867813
-54.061310
448.744385
-156.452576
-52.956833
449.861328
-155.495453
-51.998245
450.821777
-155.693695
-52.202057
450.617432
-157.054367
-53.622955
449.193604
-159.334152
-56.233047
446.570312
-163.522598
-60.112228
442.704346
-143.551468
-38.874390
601.127930
-142.3891 14
-37.758133
602.245605
-141.420303
-36.797379
603.207031
-141.623856
-37.001602
603.001465
-142.997864
-38.425552
601.578369
-145.381073
-41.044937
598.953613
-149.443283
-44 .925491
595.092773
-114.273941
6.835262
1210.667240
-113.078506
7.951864
1211.791260
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8.912332
1212.753910
-112.298340
8.708121
1212.546630
-1 13.690933
7.284265
1211.123290
-116.190094
4.6641O4
1208.494870
-120.135498
0.785816
1204.654300
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196
-------
APPENDIX H
LISTING OF USER INPUT DATA TO THE TRANSPORT
MODEL IF USING THE HYDRO CREATED FILE
197
-------
ALDICARB PROJECTION FOR LONG ISLAND, NE AND SE CORf
19 10
1
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1 . 5500
7800.000O
7 . 0000
(5F10.0/5F10.0)
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. ooooo
. ooooo
. ooooo
. ooooo
. ooooo
. ooooo
. ooooo
. 2O690
.08870
.08870
.02960
.02960
.05910
.02960
.02960
.02960
.02960
.02960
.02960
.02960
.02960
.02960
.02960
.02960
,02960
.02960
.02960
.02960
.02960
.02960
0
0
0
0
0
0
0
0
0
O
0
0
0
0
.00019
. OOOOO
. OOOOO
. ooooo
. ooooo
. ooooo
. ooooo
. ooooo
. ooooo
.00000
. ooooo
. ooooo
. ooooo
. ooooo
. ooooo
.20690
.08870
.08870
.02960
.02960
.05910
.02960
.02960
.02960
.02960
.02960
.02960
.02960
.02960
.02960
.02960
.02960
.02960
.02960
.02960
.02960
.02960
.02960
0.
0.
0.
0.
0,
0.
0,
0,
0.
0.
0.
0.
0.
0.
.00019
. OOOOO
. OOOOO
. ooooo
. ooooo
. ooooo
. ooooo
. ooooo
. ooooo
. ooooo
. ooooo
. ooooo
. ooooo
. ooooo
. ooooo
. 20690
.08870
.08870
.02960
.02960
.05910
.02960
.02960
.02960
.0296O
.02960
.02960
.02960
.02960
.0296O
.02960
.0296O
.02960
,02960
.02960
.02960
.02960
,02960
TRFIO01
TRFI002
TRFI003
TRFI004
TRFI005
TRFI006
TRFI007
TRFI008
TRFI009
TRFI010
TRFI011
TRFI012
TRFI013
TRFI014
TRFI015
TRFI016
TRFI017
TRFI018
TRFI019
TRFIC20
TRFI021
TRFIC22
TRFIC23
TRFI024
TRFI025
TRFI026
TRFI027
TRFI028
TRFI029
TRFI030
TRFI031
TRFI032
TRFI033
TRFI034
TRFI035
TRFI036
TRFI037
TRFI03S
TRFI03S
TRFI040
TRFI041
TRFI042
TRFI043
TRFI044
TRFI045
TRFI046
TRFI047
TRFI04S
TRFI049
TRFI050
TRFI051
TRFI052
TRFI053
TRFI054
TRFI055
TRFI056
TRFI057
TRFI05S
TRFI059
TRFI060
TRFIOS1
TRFI062
TRFI063
TRFI064
TRFI065
TRFI066
TRFI067
TRFI068
TRFI069
TRFI070
198
-------
.08870 .08870
0 . 00000 0 . 00000
0 . 00000 0 . 00000
0 . 00000 0 . 00000
0 . 00000 0 . 00000
0 . 00000 0 . 00000
0 . 00000 0 . 00000
0 . 00000 0 . 00000
0 . 00000 0 . 00000
0 . 00000 0 . 00000
0 . 00000 0 . 00000
0 . OOOOO 0 . 00000
0 . OOOOO 0 . OOOOO
0 . OOOOO 0 . OOOOO
0 . OOOOO 0 . OOOOO
1 0 0
2 19
.08870 .08870
0 . OOOOO 0 . OOOOO
0 . OOOOO 0 . OOOOO
0 . OOOOO 0 . OOOOO
0 . OOOOO 0 . OOOOO
0 . OOOOO 0 . OOOOO
0 . OOOOO 0 . OOOOO
0 . OOOOO 0 . OOOOO
0 . OOOOO 0 . OOOOO
0.00000 0.00000
0.00000 0.00000
0 . OOOOO 0 . OOOOO
0 . OOOOO 0 . OOOOO
0 . OOOOO 0 . OOOOO
0 . OOOOO 0 . OOOOO
0.0000 0.0000 0.0000
0 . 0000 0 . 0000 0 . 0000
0 . 0000 0 . 0000 0 . 0000
0 . 0000 0 . 0000 0 . 0000
0 . OOOO 0 . 0000 0 . 0000
0.0000 0.0000 0.0000
6
0.000 0.3980
1344.000 1344.2388
8760.000 8760.4482
10104.000 10104.3584
17520.000 17520.5664
18864.000 18864.4473
0.000 22500.0000
200 . 00
30528.00
21400.000 21400.000
800 . 000
.08870
0 . OOOOO
0 . OOOOO
0 . OOOOO
0 . OOOOO
0 . OOOOO
0 . OOOOO
0 . OOOOO
0 . OOOOO
0 . OOOOO
0.00000
0 . OOOOO
0 . OOOOO
0 . OOOOO
0 . OOOOO
0 . OOOO 0 . 0000
O . OOOO O . OOOO
0 . OOOO 0 . OOOO
0 . OOOO 0 . OOOO
0 . OOOO 0 . OOOO
0 . OOOO 0 . OOOO
TRFI071
TRFI072
TRFI073
TRFI074
TRFI075
TRFI076
TRFI077
TRFI078
TRFI079
TRFI080
TRFI081
TRFI082
TRFI083
TRFI084
TRFI085
TRFI086
TRFI087
0.0000 TRFI088
O.OOOO TRFI089
0.0000 TRFI090
0.0000 TRFI091
0.0000 TRFI092
0.0000 TRFI093
TRFI094
TRFI095
TRFI096
TRFI097
TRFI098
TRFI099
TRFI 100
TRFI 101
TRFI 102
TRFI 103
TRFI 104
199
-------
APPENDIX I
LISTING OF COMPUTER PRINTOUT FROM
TRANSPORT MODEL
200
-------
HYDRAULIC AND POLLUTANT EVALUATION MODEL
POLLUTANT TRANSPORT PROGRAM : VERSION 1.O
ALDICARB PROJECTION FOR LONG ISLAND, NE AND SE CORNER 1977-1979
NUMBER OF ROWS = 19
NUMBER OF COLUMNS = 10
NUMBER OF DIFFERENT REACTIONS IN THE SOLID PHASE =
FLAG FOR DEGRADATION IN THE LIQUID PHASE : 1
FILE INPUT OPTION : 1
STEADY STATE PRESSURE DISTRIBUTION OPTION : 0
f\J CHANGE PARAMETER FLAG OPTION : 1
O
SPACE ALLOCATED IN BLANK COMMON ARRAY Z = 60OO
SPACE REQUIRED (IMAX) = 549O
-------
ro
o
IX)
GLOBAL COORDINATES, CX..Y) OF ROW = 1 (ALL UNITS IN CM)
( .OOOOE-t-00, .OOOOE+00) (.375OE+04, .1078E+O2) (.7500E+04,
(.15OOE+05. .4313E+02) (.2144E+05. .6163E+O2) (.2788E+O5,
(.4O75E+05, .1172E+03) (-4719E+05, .1357E+O3) (
GLOBAL COORDINATES, (X.Y) OF ROW = 2 (ALL UNITS IN CM)
(.OOOOE+00,..3048E+O2) (.375OE+O4, .4126E+O2) (.7500E+04,
(.150OE+05. .7360E+02) (.2144E+05, .9211E+O2) (.2788E+05,
(.4075E+O5, .1476E+03) (.4719E+05, .1661E+03) (
GLOBAL COORDINATES, (X,Y) OF ROW = 3 (ALL UNITS IN CM)
(.OOOOE+OO. .4572E+02) (.3750E+04. .565OE+O2) (.75OOE+O4,
(.150OE+05, .8885E+O2) (.2144E+O5, .1O74E+O3) (.2788E+05,
(.4075E+05. .1629E+O3) (.4719E+05, .1814E+O3) (
GLOBAL COORDINATES. (X,Y) OF ROW = 4 (ALL UNITS IN CM)
( .OOOOE-t-OO, .6O96E+O2) (.375OE+04, .7174E+02) ( . 75OOE+04.
( . 1500E-1-05, .1041E+03) (.2144E+O5, .1226E+O3) ( . 2788E+05 ,
(.4075E+05. .1781E+03) (.4719E+05, .1966E+O3) (
GLOBAL COORDINATES, (X,Y) OF ROW = 5 (ALL UNITS IN CM)
(.OOOOE+OO, .7620E+02) (.375OE+04, .8698E+O2) (.7500E+O4.
(.1500E+05, .1193E+O3) (.2144E+O5, .1378E+O3) ( . 2788E-I-05.
(.4075E+O5. .1934E+O3) (.4719E+O5, .2119E+O3) (
GLOBAL COORDINATES, (X.Y)
(.OOOOE+00, .1067E+O3)
(.1500E+05, .1498E-1-03)
(.4075E+05, .2238E+03)
GLOBAL COORDINATES, (X.Y)
(.OOOOE+00. .1219E+O3)
(.150OE+05. .1650E+03)
(.4O75E+05, .2391E+O3)
GLOBAL COORDINATES, (X.Y)
(.OOOOE+OO, .1372E+03)
(.150OE+O5. .1803E+O3)
(.4075E+05. .2543E+03)
GLOBAL COORDINATES, (X.Y)
(.OOOOE+OO, . i524E+03)
( . 15OOE+05. . 1955E+O3)
(.4075E+05, .2696E+03)
1
GLOBAL COORDINATES. (X.Y)
(.OOOOE+OO. .1676E+03)
(.15OOE+05. .2108E+03)
OF ROW = 6 (ALL UNITS IN CM)
(.3750E+04, .1175E+O3) (.7500E+O4.
(.2144E+O5. .1683E+O3) (.2788E+O5.
(.4719E+05, .2423E+O3) (
OF ROW = 7 (ALL UNITS IN CM)
(.3750E+04. .1327E+03) (.75OOE+O4.
(.2144E+05. .1836E+O3) (.2788E+O5,
(.4719E+05. .2576E+O3) (
OF ROW = 8 (ALL UNITS IN CM)
(.375OE+O4, .1479E+03) (.750OE+O4,
(.2144E+05, .1988E+O3) (.2788E+05.
(.4719E+05, .2728E+O3) (
OF ROW = 9 (ALL UNITS IN CM)
(.375OE+04, .1632E+O3) (.7500E+O4.
(.2144E+05. .214OE+O3) (.2788E+O5.
(.4719E+05. .2881E+03) (
OF ROW =1O (ALL UNITS IN CM)
(.3750E+O4. .1784E+O3) (.7500E+04,
(.2144E+05, .2293E+O3) (.2788E+O5,
.2156E+O2)
.8014E+O2)
.5204E+02)
.11O6E+03)
.6728E+02)
. 1259E+03)
.8252E+02)
. 1411E+03)
.9776E+02)
. 1563E+O3)
. 1282E+03)
. 1868E+03)
. 1435E+03)
.2021E+03)
. 1587E+O3)
.2I73E+03)
.1740E+03)
.2325E+03)
.1892E+03)
.2478E+03)
(.1125E+05,
(.3431E+O5.
(.1125E+O5,
(.3431E+O5,
(.1125E+05.
(.3431E+05,
(.1125E+O5.
(.3431E+05,
(.1125E+O5,
(.3431E+O5,
(.1125E+05,
(.3431E+05,
(. 1125E+O5.
(.3431E+05,
(. 1125E+O5,
(.3431E+05,
( . 1125E+05.
(.3431E+O5.
( . 1 125E+05,
(.3431E+05,
.3234E+O2)
.9865E+02)
.6282E-»-02)
. 1291E+O3)
.7806E+O2)
. 1444E+O3)
.9330E+O2)
. 1596E+03)
.1085E+03)
. 1749E+03)
. 139OE+03)
.2053E+O3)
. 1543E+03)
.2206E+03)
.1695E+03)
.2358E+03)
.1847E+03)
.2511E+O3)
.2000E+03)
.2663E+03)
-------
(.4O75E+O5. . 2848E+O3)
(.4719E+05, .3O33E+03)
ro
o
GLOBAL COORDINATES, (X.Y) OF ROW =11 (ALL UNITS IN CM)
(.OOOOE+OO, .1829E+03) (.375OE+O4, .1937E+03) (.75OOE+04,
(.1500E+05. .2260E+03) (.2144E+05, .2445E+03) (.2788E+O5,
(.4075E+O5, .3OOOE+O3) (.4719E+05. .3185E+03) (
GLOBAL COORDINATES, (X,Y) OF ROW =12 (ALL UNITS IN CM)
(.OOOOE+OO. .2286E+O3) (.3750E+O4, .2394E+03) (.7500E+O4,
(.15OOE+O5, .2717E+O3) (.2144E+05, .2902E+03) (.2788E+05,
(.4075E+05, .3458E+03) (.4719E+05, .3643E+O3) (
GLOBAL COORDINATES. (X.Y) OF ROW =13 (ALL UNITS IN CM)
(.OOOOE+OO. .2743E+O3) (.3750E+O4. .2851E+O3) ( . 75OOE-1-O4,
(.1500E+05. .3174E+O3) (.2144E+O5, .3360E+03) (.2788E+05,
(.4075E+05, .3915E+O3) (.4719E+05, .4100E+O3) (
GLOBAL COORDINATES, (X.Y) OF ROW =14 (ALL UNITS IN CM)
(.OOOOE+OO, .3962E+O3) ( .375OE+04, .4O7OE+03) (.7500E+O4,
(.150OE+O5. .4394E+O3) (.2144E+05, .4579E+O3) (.2788E+05,
(.4075E+05, .5134E+O3) (.4719E+05. .5319E+O3) (
GLOBAL COORDINATES, (X.Y) OF ROW =15 (ALL UNITS IN CM)
(.OOOOE+OO, .5182E+O3) (.3750E+04, .5289E+03) (.7500E+04,
(.1500E + 05. .5613E-<-03) (.2144E+05, .5798E+03) (.2788E+O5.
(.4O75E+05, .6353E+O3) (.4719E+05, .6538E+03) (
GLOBAL COORDINATES, (X.Y)
(.OOOOE+OO. .6706E+O3)
(.1500E+05. .7137E+03)
(.4O75E+05, .7877E+03)
GLOBAL COORDINATES. (X.Y)
(.OOOOE+OO. .823OE+O3)
(.15OOE+O5. .8661E+03)
(.4O75E+05, .9401E+O3)
GLOBAL COORDINATES, (X.Y)
(.OOOOE+OO, .1433E+04)
(.1500E+05, .1476E+O4)
(.4075E+O5, .1550E+04)
GLOBAL COORDINATES, (X.Y)
(.OOOOE+OO. .3871E+O4)
(.150OE+05, .3914E+O4)
(.4O75E+05. .3988E+04)
OF ROW =16 (ALL UNITS IN CM)
(.3750E+04, .6813E+03) (.7500E+O4,
(.2144E+05, .7322E+03) (.2788E+O5.
(.4719E+05, .8O62E+03) (
OF ROW =17 (ALL UNITS IN CM)
(.375OE+04. .8337E+03) (.7500E+04,
(.2144E+O5. .8846E+03) (.2788E+O5.
(.4719E+05, .9586E+O3) (
OF ROW =18 (ALL UNITS IN CM)
(.3750E+O4, .1443E+04) (.750OE+04.
(.2144E+05, .1494E+04) (.2788E+O5,
(.4719E+05, .1568E+04) (
OF ROW =19 (ALL UNITS IN CM)
(.375OE+04, .3882E+O4) (.7500E+04.
(.2144E+05, .3933E+O4) (.2788E+05.
(.4719E+O5, .4007E+O4) (
.2044E+03)
.2630E+03)
.2502E+03)
.3O87E+03)
.2959E+O3)
. 3545E+03)
.4178E+03)
.4764E+03)
. 5397E+O3)
. 5983E+03)
.6921E+03)
.7507E+03)
.8445E+03)
.9O31E+03)
1454E+04)
1513E+O4)
. 3893E+04)
. 3951E+O4)
( . 1125E+05.
( .3431E+05,
(.1125E+05,
(.3431E+05,
(.1125E+O5,
(.3431E+05,
(.1125E+O5,
( .3431E+05.
( . 1125E+05,
(.3431E+05.
(.1125E+05.
(.3431E+O5.
(.1125E+05,
(.3431E+05.
(.1125E+05,
(.3431E+O5.
(.1125E+O5.
(.3431E+O5.
.2152E+03)
.2815E+03)
.26O9E+O3)
.3273E+O3)
.3067E+03)
.3730E+03)
.4286E+03)
.4949E+03)
.5505E+03)
.6168E+03)
.7O29E+O3)
.7692E+O3)
.8553E+O3)
.9216E+03)
1465E+04)
1531E+04)
.3903E+O4)
.397OE+04)
-------
RU =
1.55OO GRAM/CM-3
IN5
O
CONDUCTIVITY (CM/HR), AIR
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I -
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
1
1
1
1
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
d
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=:
=
=
=
=
=r
=
=
=
=
:=
=
=
=
=
=
=
=
=
=
=
=
1
2
3
4
5
6
7
8
9
1O
1
2
3
4
5
6
7
8
9
1O
1
2
3
4
5
6
7
8
9
1O
1
2
3
4
5
6
7
8
9
1O
1
'2
3
4
5
ENTRY LEVEL
12
12
12
12
2
2
2
2
2
2
12
12
12
12
2
2
2
2
2
2
12
12
12
12
2
2
2
2
2
2
63
63
63
63
56
56
56
56
56
56
63
63
63
63
63
480O
4800
4800
4800
5920
5920
5920
592O
5920
5920
4800
4800
4800
4800
5920
592O
592O
5920
5920
5920
480O
4800
4800
4800
5O2O
5020
5O20
5020
5O2O
5O2O
360O
360O
3500
360O
28OO
280O
2800
280O
2800
2800
360O
36OO
36OO
36OO
360O
(CM)
-21
-21
-21
-21
-78
-78
-78
-78
-78
-78
-21
-21
-21
-21
-78
-78
-78
-78
-78
-78
-21
-21
-21
-21
-47
-47
-47
-47
-47
-47
-12
-12
-12
-12
-9
-9
-9
-9
-9
-9
-12
-12
-12
-12
-12
EXPONENT
8000
8000
8OOO
8000
60OO
6000
6000
6OOO
6OOO
600O
8OOO
80OO
8OOO
8000
60OO
6000
6000
6000
6000
6000
8000
80OO
8000
8OOO
80OO
8000
8OOO
8000
8OOO
8000
100O
1OOO
100O
10OO
oooo
0000
0000
oooo
oooo
oooo
1000
100O
1OOO
1OOO
1000
4
4
4
4
5
5
5
5
5
5
4
4
4
4
5
5
5
5
5
5
4
4
4
4
5
5
5
5
5
5
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
B. AND
9000
9000
900O
9000
300O
3000
30OO
30OO
3OOO
3OOO
9000
9000
90OO
90OO
3000
30OO
3OOO
3OOO
30OO
30OO
90OO
90OO
90OO
90OO
3900
3900
39OO
3900
39OO
3900
05OO
0500
0500
05OO
3800
38OO
3800
3800
380O
380O
0500
0500
0500
0500
05OO
SATURATED WATER CONTENT AT GRID POINT (I.d)
0
0
O
0
O
0
0
O
0
O
0
O
O
O
0
0
0
O
0
0
O
O
O
0
0
0
0
0
0
0
O
O
0
0
0
O
0
0
0
0
0
0
0
0
0
4350
4350
435O
4350
485O
485O
485O
485O
485O
485O
435O
435O
435O
435O
485O
485O
485O
485O
485O
485O
435O
435O
435O
435O
451O
4510
451O
451O
451O
451O
395O
395O
3950
395O
41OO
41OO
41OO
41OO
41OO
41OO
3950
395O
395O
395O
395O
-------
ro
o
tn
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
I =
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
3
=
=
=
S
S
5
5
5
5
5
6
6
6
6
6
6
6
6
6
6
7
7
7
7
7
7
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-------
REACTION RATE OF DEGRAD
IN HOUR-1 AT EVERY GRID POINT
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O.OO017 O.OOO17 O.OOO17 O.OO017 O.OO017 O.OOO17 O.OO017 O.OO017 O.OOO17 O.OOO17
ROW ft =17
O.OO017 O.OO017 O.OOO17 O.00017 O.00017 O.OOO17 0.00017 O.OOO17 O.OO017 O.OO017
ROW # =18
O.O0017 O.OOO17 O.O0017 O.00017 O.OO017 0.00017 O.O0017 0.00017 0.00017 O.OO017
ROW H =19
O.OO017 O.OO017 0.00017 O.OOO17 0.00017 O.OOO17 0.00017 0.00017 0.00017 O.OOO17
ro
-------
DEGRADATION RATE IN THE LIQUID PHASE AT EVERY GRID POINT (I.d) IN HR-1
ROW H = 1
O.OOOO9 O.OOOO9 O.O0009 O.OOOO9 O.OO011 O.OOO14 O.OO014 O.00014 O.00014 O.OO014
ROW H = 2
0.00013 O.00013 0.00013 0.00013 0.00014 0.00017 0.00017 0.00017 O.00017 0.00017
ROW H = 3
O.OOO16 O.O0016 O.O0016 O.OO016 O.OOO17 O.O0015 O.OOO15 O.O0015 O.OOO15 O.O0015
ROW H = 4
0.00016 O.OOO16 O.O0016 O.OOO16 O.00016 O.OOO16 O.OO016 0.00016 O.00016 O.O0016
ROW * = 5
0.00016 O.OOO16 O.00016 O.OOO16 O.OOO16 O.OOO16 O.OOO16 O.00016 O.00016 O.OOO16
ROW H = 6
O.OOO16 0.00016 O.OOO16 O.OO016 O.00016 0.00016 O.OOO16 0.00016 O.00016 O.OO016
ROW H = 7
0.00016 O.OOO16 O.O0016 O.OOO16 O.OO016 O.OOO16 O.OOO16 O.00016 O.O0016 O.OOO16
ROW H = 8
ro O.O0017 O.OOO17 O.00017 O.OOO17 O.OOO16 O.O0016 O.O0016 O.OOO16 0.00016 0.00016
1X3 ROW H = 9
O.00017 O.00017 O.O0017 O.OOO17 O.OOO16 O.OOO16 O.OOO16 O.O0016 O.OOO16 O.OO016
ROW It =10
O.OOO16 O.OOO16 O.O0016 O.OO016 0.00016 O.OOO16 O.OOO16 O.00016 O.O0016 O.OOO16
ROW #=11
O.OOO16 0.00016 O.00016 O.OOO16 0.00016 O.OOO16 O.OO016 O.OOO16 O.00016 O.OOO16
ROW H = 12
O.OOO17 O.O0017 O.OOO17 0.00017 O.OOO17 O.OOO14 O.O0014 0.00014 O.00014 O.O0014
ROW H =13
O.OOO17 O.OOO17 O.OOO17 O.OO017 O.OOO17 O.OOO17 0.00017 O.00017 0.00017 O.OOO17
ROW H =14
O.OOO17 O.OOO17 0.00017 0.00017 O.OOO17 O.OOO17 O.O0017 0.00017 0.00017 O.O0017
ROW H =15 '
O.O0017 O.O0017 O.OOO17 O.OO017 O.00017 O.OOO17 O.OOO17 O.O0017 O.OO017 O.OO017
ROW * =16
-------
O.OO017 O.O0017 O.O0017 O.OO017 O.00017 O.OOO17 O.OOO17 O.OOO17 O.OOO17 O.O0017
ROW H =17
O.00017 O.OOO17 O.OOO17 O.00017 0.00017 0.00017 O.OO017 0.00017 0.00017 O.OOO17
ROW H =18
0.00017 O.OOO17 O.OOO17 O.00017 0.00017 0.00017 0.00017 O.00017 0.00017 O.OOO17
ROW H =19
O.O0017 O.OOO17 O.00017 O.OOO17 O.OO017 O.OOO17 O.OOO17 O.OOO17 O.OO017 O.OO017
ro
-------
PARTITION COEFFICIENT OF GRID POINT (I,0)
ro
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
*
0
H
0.
H
O.
H
0.
H
0.
H
O
H
O
tt
0
H
O.
#
0.
H
O.
H
O.
H
0.
„
O.
*
0.
= 1
.2069
= 2
0887
= 3
0296
= 4
0296
= 5
,0296
= 6
.0296
= 7
.0296
= 8
. O296
= 9
O296
= 10
O296
= 1 1
0296
= 12
O296
= 13
0296
= 14
0296
= 15
0296
O
O,
O
O,
O
O
O
O,
O.
0,
O.
O.
O.
0.
O.
.2069
.O887
O296
,0296
.O296
.0296
.0296
. O296
0296
.0296
,0296
0296
0296
O296
O296
O
O
O,
O.
0,
0,
0,
O.
O.
O,
O.
O.
0.
O.
0.
.2069
.0887
.O296
.O296
.0296
. O296
, O296
,0296
,0296
.0296
,0296
,O296
0296
0296
O296
0
0
O
0
O.
0
0
O
O.
0
0
O.
O.
0.
O.
.2069
.O887
.O296
.O296
.O296
.0296
.O296
.O296
.O296
.0296
.O296
.O296
0296
O296
O296
0.
O.
O.
O.
O.
O.
0,
0.
O.
O,
O.
0.
O.
O.
O.
2069
0887
0296
,0296
,O296
.O296
,O296
0296
,0296
,0296
,0296
0296
0296
0296
0296
0.0887 O.O887 O.0887 O.0887 0.0887
O.0296 O.O296 O.0296 O.0296 O.O296
O.0591 O.O591 0.0591 O.0591 O.O591
0.0296 O.O296 O.0296 O.0296 O.O296
O.0296 O.O296 0.0296 O.0296 0.0296
O.O296 0.0296 O.0296 O.O296 0.0296
O.0296 O.O296 O.O296 O.0296 O.O296
O.O296 O.O296 O.O296 O.O296 O.O296
O.O296 0.0296 O.0296 O.O296 0.0296
O.O296 O.O296 O.O296 O.0296 O.O296
O.0296 O.O296 O.0296 0.0296 O.O296
0.0887 O.O887 O.0887 O.0887 O.0887
O.0296 O.0296 0.0296 O.0296 O.0296
O.O296 O.O296 O.0296 O.0296 O.0296
O.O296 O.O296 O.O296 O.0296 O.O296
ROW M =16
-------
ro
en
O.O296 0.0296 O.O296 0.0296 0.0296 0.0296 O.O296 0.0296 0.0296 O.O296
ROW H = 17
0.0296 O.O296 0.0296 0.0296 O.O296 O.O296 0.0296 0.0296 O.0296 0.0296
ROW H = 18
O.O296 O.0296 0.0296 0.0296 0.0296 0.0296 0.0296 0.0296 O.0296 O.0296
ROW H =19
O.0296 O.O296 O.O296 O.O296 0.0296 O.O296 O.O296 O.O296 O.O296 O.O296
-------
IFLAGL =
NIL =
INPUT
FROM
O
0
0
O
INPUT
FROM
O
O
0
1
2
IFLAGR =
NFL
0
IFLAGB =
O
19
CONCENTRATION ON
ROW NIL
.OOOO
.OOOO
.OOOO
.OOOO
TO
0.
0.
O.
O
THE
LEFT
BOUNDARY AT
TIME=O.O IN PPM
ROW NFL
.OOOO
.OOOO
.OOOO
.OOOO
CONCENTRATION ON
ROW NIL
.OOOO
.OOOO
.OOOO
O . 0000
TO
O
O
0
O
0.
0.
O.
O.
THE
OOOO
OOOO
OOOO
OOOO
LEFT
O
O
O
.OOOO
.0000
.OOOO
BOUNDARY AT
0.
0.
0,
,OOOO
.0000
.OOOO
MAXIMUM TIME IN PPM
ROW NFL
.OOOO
.OOOO
.0000
.OOOO
O.
0.
O.
O.
OOOO
OOOO
OOOO
OOOO
O
0
0
.OOOO
.OOOO
.OOOO
O.
0.
0.
.OOOO
,0000
.OOOO
CD
-------
IBC = 6
APPLICATION PERIOD OF POLLUTANT
0.0000 0.3980
1344.0000 1344.2388
8760.0000 8760.4492
101O4.0OOO 10104.3594
17520.0000 17520.5664
18864.0000 18864.4492
IN HOUR
STARTING LOCATION D51 =
ENDING LOCATION DS2 =
0.00
22500.OO
CM
CM
ro
-------
PARAMETERS FOR INTEGRATION AND OUTPUT
TIME STEP FOR INTEGRATION: DELT = 20O.OO HR
MAXIMUM TIME PERIOD FOR SIMULATION: TMAX = 30528.OO HR
PIVOT POINT FOR PRINTOUT = 2140O.OO
PRINT INTERVAL BEFORE PIVOT = 2140O.OO
PRINT INTERVAL AFTER PIVOT = 800.OO
ro
CO
-------
PRESSURE DISTRIBUTION — CM OF WATER
TIME = O.OOOOOOE+OO DAYS
ROW ft = 1
-219.6368 -215.3972 -213.8833 -213.7190 -215.O697 -213.93O8 -214.1724 -215.5020 -217.5995 -222.O625
ROW ft = 2
-192.3453 -188.7281 -187.2164 -185.9671 -185.2281 -184.2412 -184.4438 -185.7889 -187.9354 -192.3173
ROW H = 3
-178.3475 -174.9984 -173.4243 -171.9537 -17O.4255 -169.4836 -169.6751 -171.O266 -173.2O72 -177.5361
ROW H = 4
-164.1359 -1G1.O259 -159.3460 -157.8678 -156.4526 -155.4955 -155.6937 -157.O544 -159.3342 -163.5226
ROW ft = 5
-149.7296 -146.8127 -145.O445 -143.5515 -142.3891 -141.4203 -141.6239 -142.9979 -145.3811 -149.4433
ROW ft = 6
-12O.3466 -117.6798 -115.7831 -114.2739 -113.O785 -112.0869 -112.2983 -113.69O9 -116.1901 -120.1355
ROW ft = 7
-105.6333 -103.0836 -101.1251 -99.5928 -98.2110 -97.2168 -97.4296 -98.8303 -1O1.3714 -105.2824
ROW H = 8
-9O.4834 -87.9516 -85.9849 -84.4363 -83.2066 -82.2312 -82.4393 -83.8486 -86.4212 -90.3120
ROW H = 9
-75.2839 -72.7618 -7O.7935 -69.2344 -68.1075 -67.1520 -67.3549 -68.7715 -71.3663 -75.2479
ROW H =1O
-6O.1O1O -57.5945 -55.6207 -54.O613 -52.9568 -51.9982 -52.2O21 -53.6230 -56.2330 -6O.1122
ROW #=11
-44.9221 -42.423O -40.4381 -38.8744 -37.7581 -36.7974 -37.0016 -38.4256 -41.0449 -44.9255
ROW H =12
O.7888 3.2863 5.2717 6.8353 7.9519 8.9123 8.7081 7.2843 4.6641 O.7858
ROW H =13
46.5028 49.0009 5O.9862 52.5496 53.6664 54.6268 54.4225 52.9988 50.3781 46.5015
ROW H =14
168.4126 17O.90561 172.8921 174.4552 175.5718 176.5325 176.3279 174.9046 172.2827 168.4O92
ROW ff =15
29O.3232 292.8108 294.7983 296.3613 297.4778 298.4385 298.2336 296.8105 294.1875 290.3176
-------
ROW H = 16
442.7129 445.1931 447.1821 448.7444 449.8613 450.8218 45O.6174 449.1936 446.5703 442.7043
ROW H =17
595.1033 597.5757 599.5662 601.1279 6O2.2456 6O3.2O70 6O3.OO15 601.5784 598.9536 595.O928
ROW H =18
12O4.67O7 1207.1128 12O9.1O77 1210.6672 1211.7913 1212.7539 1212.5466 1211.1233 12O8.4949 1204.6543
ROW H =19
3643.O164 3645.3936 3647.3918 3648.9504 365O.0786 3651.O493 365O.834O 3649.4141 3646.7720 3642.9890
STEADY STATE CRITERIA : 0 STEADY STATE = 0 STILL UNSTEADY = 1
-------
TIME =
O.OOOOOOE+OO DAYS
WATER FLUX AT GRID POINT (I,J) OF ROW H = 1
(0.8794E-04 0.6702E-02) (O.1O75E-O3 0.7112E-02)
(O.7943E-03 0.7OG5E-02) (0.8454E-03 0.7259E-02)
ro
rv>
WATER FLUX AT GRID POINT (I.d) OF
(0.1O66E-03 0.6708E-O2) (0.1269E-
(O.7139E-03 O.7104E-O2) (0.7593E-
WATER FLUX AT GRID POINT (I.d) OF
(0.1429E-O3 0.6722E-O2) (O.1643E-
(0.4296E-03 0.7181E-02) (O.4569E-
WATER FLUX AT GRID POINT (I.d) OF
(0.1845E-03 O.6727E-02) (0.2069E-
(O.235OE-03 O.7218E-O2) (O.2504E-
WATER FLUX AT GRID POINT (I.d) OF
(0.2735E-O3 0.6723E-O2) (0.2992E-
(O.38O1E-03 0.7219E-O2) (O.4044E-
WATER FLUX AT GRID POINT (I.d) OF
(O.3492E-03 0.6718E-02) (0.3764E-
(O.6646E-O3 0.7215E-O2) (0.7060E-
WATER FLUX AT GRID POINT (I.d) OF
(O.1301E-O2 O.6711E-02) (O.139OE-
(O.1O13E-02 0.7177E-02) (O.1074E-
WATER FLUX AT GRID POINT (I.d) OF
(O.3594E-O2 0.6708E-O2) (O.3788E-
(O.1583E-O2 O.7125E-O2) (O.1675E-
WATER FLUX AT GRID POINT (I.d) OF
(0.4199E-O2 O.6715E-O2) (0.4392E-
(0.2741E-02 O.7159E-O2) (O.2895E-
WATER FLUX AT GRID POINT (I.d) OF
(O.3455E-O2 O.6724E-O2) (O.37O5E-
(O.5648E-O2 0.7210E-O2) (0.5945E-
WATER FLUX AT GRID POINT (I.d) OF
(0.3814E-01 O.6332E-O2) (0.3955E-
(0.5121E-01 O.7357E-O2) (0.5448E-
ROW H = 2
O3 0.7O95E-02)
O3 O.7247E-02)
ROW It = 3
O3 0.7O59E-02)
03 0.7222E-02)
ROW It = 4
O3 0.7042E-O2)
03 0.721OE-02)
ROW H = 5
O3 O.7O4OE-02)
O3 0.721OE-O2)
ROW H = 6
03 0.7038E-O2)
03 0.721OE-O2)
ROW It = 7
O2 0.7056E-02)
O2 0.7220E-02)
ROW H = 8
O2 0.7087E-O2)
O2 0.7234E-02)
ROW H = 9
02 0.7070E-O2)
02 0.7222E-O2)
ROW H =1O
02 0.7034E-O2)
02 0.7193E-O2)
ROW H =11
O1 0.7196E-02)
O1 O.7351E-02)
(0.1353E-O3 O.7032E-02)
(0.8746E-O3 O.7242E-02)
(O.1537E-03 O.7090E-O2)
(O.7856E-03 O.7245E-O2)
(0.1905E-03 0.7207E-02)
(0.4728E-03 O.7249E-O2)
(0.2356E-03 O.7263E-O2)
(0.2592E-03 O.7250E-02)
(O.3366E-O3 O.7264E-O2)
(0.4172E-O3 O.725OE-02)
(0.4211E-O3 O.7257E-02)
(0.7255E-03 O.725OE-02)
(O.1552E-02 0.7203E-O2)
(O.1099E-02 O.7246E-02)
(0.4142E-02 O.7132E-02)
(0.17O2E-02 O.7241E-02)
(0.4738E-02 0.7182E-02)
(O.2910E-02 O.7240E-02)
(0.4182E-02 0.7252E-02)
(0.5860E-02 O.7234E-02)
(O.421GE-O1 O.7395E-02)
(O.5729E-O1 O.74O9E-02)
(0.317OE-O3 0.6147E-O2)
(O.9142E-03 O.7113E-O2)
(O.2987E-O3 O.6407E-02)
(O.8198E-O3 0.7109E-02)
(0.2450E-03 0.6933E-02)
(0.4921E-03 O.7102E-O2)
(0.2343E-03 O.7187E-02)
(0.2675E-O3 O.7097E-02)
(0.3499E-03 O.7189E-02)
(O.424OE-03 0.7096E-02)
(0.4813E-03 0.7163E-02)
(O.7289E-O3 0.7094E-02)
(0.1464E-02 0.6914E-O2)
(0.1092E-02 0.7094E-O2)
(O.3634E-O2 O.6567E-02)
(O.1667E-02 O.7092E-02)
(0.4344E-O2 0.68O2E-02)
(O.2794E-O2 O.7085E-O2)
(0.4639E-02 O.7177E-O2)
(O.5439E-02 O.7077E-02)
(0.4476E-O1 O.7342E-O2)
(O.5971E-O1 O.7231E-O2)
(0.6274E-03 0.6267E-O2)
(0.9459E-03 0.6909E-O2)
(O.5626E-03 0.6502E-02)
(0.8472E-O3 0.69O2E-O2)
(O.3545E-03 0.6977E-02)
(O.5074E-03 O.6892E-O2)
(O.2264E-O3 O.72O5E-O2)
(0.2736E-03 O.6887E-O2)
(O.3585E-03 0.7208E-02)
(0.4277E-03 O.6882E-O2)
(O.5815E-03 0.7184E-02)
(O.7284E-O3 O.6878E-O2)
(0.1138E-02 0.6958E-O2)
(O.1082E-02 O.6875E-O2)
(O.2244E-O2 0.6644E-O2)
(O.1637E-O2 0.687OE-O2)
(O.3213E-02 0.6856E-02)
(0.2708E-O2 O.6864E-02)
(O.5137E-O2 O.7199E-02)
(0.5159E-02 0.6856E-02)
(0.4782E-01 O.7346E-02)
(0.6087E-O1 0.6969E-O2)
-------
ro
ro
ro
WATER FLUX AT GRID POINT (I.J) OF ROW # = 12
(O.1O64E+OO O.7565E-O2) (O.1O98E+00 0.7589E-O2)
(0.1365E+OO 0.7G25E-02) (O.1455E+OO O.769OE-O2)
WATER FLUX AT GRIC POINT (I.d) OF ROW # =13
(0.14OOE+OO 0.7286E-02) (0.1443E+OO O.745OE-O2)
(0.I784E+OO O.7639E-02) (O.1901E+OO O.7693E-O2)
WATER FLUX AT GRID POINT (1,0) OF ROW H =14
(0.1400E+OO 0.6446E-02) (0.1443E+OO 0.6986E-02)
(0.1784E+OO O.7421E-O2) (0.19O1E-KDO O.7449E-O2)
WATER FLUX AT GRID POINT
(0.1401E+OO O.6O76E-O2)
(0.1784E+OO O.7O80E-O2)
WATER FLUX AT GRID POINT
(0.14O2E+00 O.5713E-02)
(0.1784E+OO O.6612E-O2)
WATER FLUX AT GRID POINT
(0.14O5E+00 0.5282E-02)
(0.1784E+OO O.5986E-02)
WATER FLUX AT GRID POINT
(0.1410E+OO 0.3616E-02)
(0.1784E+00 O.4212E-02)
WATER FLUX AT GRID POINT
(0.1414E+OO 0.2255E-02)
(0.1784E+OO 0.2824E-02)
(I,d) OF ROW H =15
(0.1443E+OO 0.6667E-02)
(O.19O2E+00 O.7100E-O2)
(1,0) OF ROW H =16
(O.1444E+OO 0.6347E-02)
(O.19O2E+OO 0.6637E-O2)
(I.0) OF ROW H =17
(O.1445E+OO O.5949E-O2)
(0.19O2E+00 0.6058E-02)
(1,0) OF ROW H =18
(0.1447E+OO O.4152E-O2)
(0.19O2E+OO O.4261E-O2)
( I .0) OF ROW It =19
(O.1449E+OO 0.2655E-O2)
(O.19O2E+OO O.2852E-O2)
(O.1160E+OO O.7635E-O2)
(O.1543E+OO O.7742E-O2)
(0.1522E+00 O.76O2E-02)
(0.202OE+00 0.7751E-02)
(O.1522E+00 O.74O5E-O2)
(O.202OE+OO O.7539E-O2)
(O.1521E+00 O.7154E-02)
(0.202OE+00 O.7224E-02)
(O.1521E+00 0.6892E-02)
(O.2O21E+OO O.6777E-02)
(O.1521E+OO O.6536E-02)
(0.2O21E+00 O.6195E-02)
(O.1521E+OO O.4652E-02)
(O.2O21E+OO O.4382E-02)
(0.1521E+00 O.3O37E-O2)
(0.2O21E+00 O.2947E-O2)
(O.1218E+00 0.7627E-O2)
(0.1631E+00 0.7460E-02)
(0.1595E+00 0.7592E-02)
(0.2141E+00 0.7498E-02)
(0.1595E+00 O.7334E-O2)
(O.2141E+00 0.7353E-02)
(O.1595E+00 O.7081E-02)
(O.2141E+00 O.6996E-02)
(O.1595E+00 O.G8O4E-02)
(O.2141E+OO O.6497E-O2)
(O.1595E+00 O.639OE-O2)
(O.214OE+00 0.5865E-02)
(O.1595E+00 0.4549E-O2)
(0.2139E+00 O.41O7E-O2)
(0.1595E+OO O.2999E-02)
(O.2139E-t-00 O.2728E-O2)
(O.1284E+OO 0.757OE-02)
(0.1676E+00 O.7107E-O2)
(0.168OE+00 O.7583E-02)
(O.2203E+00 0.7172E-02)
(O.168OE+OO 0.7385E-O2)
(O.2203E+OO O.7071E-02)
(0.1680E+OO O.7O93E-02)
(O.2202E+00 O.6659E-02)
(O.168OE+00 0.6715E-O2)
(0.2202E+OO O.6117E-O2)
(0.168OE+OO O.6143E-O2)
(O.22O1E+OO O.5447E-O2)
(0.1679E+00 O.4343E-O2)
(O.2199E+OO 0.3748E-02)
(O.1679E+OO O.2900E-O2)
(O.2197E+OO O.2442E-O2)
-------
CO
WATER
TIME =
ROW H
O.
ROW #
O.
ROW H
O.
ROW H
O.
ROW ft
0
ROW H
0
ROW H
ROW H
0
ROW H
0.
ROW H
O.
ROW #
0.
ROW H
0.
ROW #
0.
ROW ft
0.
ROW ft
O.
CONTENT RATIO AT
0.
= 1
2715
= 2
2789
= 3
2833
= 4
. 2O75
= 5
.2122
= 6
.224O
= 7
.2337
= 8
.4723
= 9
.4850
= 10
2658
= 1 1
2857
= 12
3950
= 13
3950
= 14
3950
= 15
3950
000000 E+ 00
0.
0.
O.
0.
0
0
0
0,
0.
O.
0.
0.
O.
0.
O.
2726
28OO
.2844
. 2O85
.2133
.2253
. 235O
.4748
.4850
2684
.2898
.3950
.3950
395O '
395O
GRID POINT (1
. i 0 )
DAYS
O.
O.
0.
0
O
O
O
O
O
0.
0
O
0
O
O.
.2730
.2805
.2849
.2090
.2139
.2262
.2360
.4769
.485O
. 27O5
.2932
.3950
. 395O
,3950
395O
0.
0.
0.
0.
0.
0.
O.
0.
0.
0.
0.
0.
O.
0.
O.
2730
2809
2854
2O95
2145
2269
2368
4785
4850
2723
2961
395O
395O
3950
3950
0.
O.
O.
0.
0.
0.
O.
0.
0.
0.
0.
O.
O.
O.
O.
401 1
4126
3562
2136
2149
.2275
2355
.2454
.2578
,2743
,2982
3950
, 395O
3950
395O
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
4015
413O
3566
2139
2153
228O
,2361
,2461
.2587
.2756
.3001
. 395O
. 395O
395O
3950
0.
0.
0.
0.
0.
0.
0.
0.
O.
0.
0.
0
O.
O,
O.
4014
.4129
,3565
,2139
2152
,2279
2360
,2459
2585
2753
,2997
,3950
.3950
. 395O
395O
0.
O.
0.
O.
0.
O.
O.
0.
0.
0.
0.
O.
O.
O.
O.
.4010
4123
.3560
.2134
2147
2272
2352
,2449
2572
2735
2970
3950
, 395O
3950
395O
O.
0
O
O,
0.
0.
O.
0.
O.
O.
O.
0.
O.
O.
0.
. 4O02
.4114
.3552
.2127
2138
2260
2337
,2431
2549
27O3
2922
3950
3950
3950
3950
0.
0.
O.
0.
0.
0.
0.
0.
0.
0.
0.
O.
0.
0.
0.
3987
4O97
3536
2115
2123
2241
2315
24O5
2515
2659
2857
3950
3950
395O
395O
-------
ROW H = 16
O.3950 0.3950 O.395O 0.395O 0.3950 O.3950 0.3950 0.395O 0.395O O.3950
ROW H = 17
O.3950 O.395O O.395O 0.395O O.395O O.3950 0.395O O.3950 O.3950 0.395O
ROW H =18
0.3950 O.395O O.395O O.395O O.395O O.395O 0.395O O.395O O.395O O.395O
ROW # =19
O.3950 O.395O 0.395O O.395O O.395O 0.395O O.395O O.395O 0.395O O.395O
-------
TIME = O.OOOOOOE+00 DAY
SOLUTION CONCENTRATION (PPM)
ro
ro
tn
ROW H
0
ROW H
O.
ROW H
0.
ROW H
0.
ROW H
O.
ROW H
O
ROW H
0
ROW H
0
ROW H
0.
ROW #
0.
ROW H
O.
ROW #
0.
ROW H
O.
ROW H
0.
ROW 0
0
ROW H
= 1
.0000
= 2
OOOO
= 3
OOOO
= 4
OOOO
= 5
OOOO
= 6
.0000
= 7
.OOOO
= 8
.0000
= 9
OOOO
= 10
OOOO
= 1 1
OOOO
= 12
OOOO
= 13
OOOO
= 14
OOOO
= 15
OOOO
= 16
O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO 0.0000 0.0000 0.0000 O.OOOO
O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO 0.0000 O.OOOO 0.0000 0.0000
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO
O.OOOO 0.0000 0.0000 O.OOOO 0.0000 0.0000 0.0000 O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO 0.0000
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
INJ
r\j
CTl
O.OOOO 0.0000 0.0000 O.OOOO O.OOOO O.OOOO 0.0000 0.0000 O.OOOO 0.0000
ROW H = 17
0.OOOO
ROW H = 18
O.OOOO
ROW H =19
0.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000
0.OOOO 0.OOOO 0.OOOO
0.OOOO O.OOOO O.OOOO
0.0000 0.0000 O.OOOO 0.0000 0.0000 0.0000
O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO
-------
ro
DECREASE OF
ROW H = 1
0 . 0000
ROW # = 2
0 . 0000
ROW H = 3
O . 0000
ROW H = 4
O . OOOO
ROW H = 5
0 . 0000
ROW H = 6
0 . OOOO
ROW H = 7
0 . OOOO
ROW H = 8
0 . OOOO
ROW H = 9
0 . OOOO
ROW # =10
0 . OOOO
ROW H = 1 1
O . OOOO
ROW H = 12
O . OOOO
ROW It =13
O . OOOO
ROW H =14
0 . OOOO
ROW H =15
O . OOOO
POLLUTANT
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
O . OOOO
0 . OOOO
IN THE SOLID PHASE BY DEGRAD IN PPM
O . OOOO
O . OOOO
0 . OOOO
0 . OOOO
o.oooo
O . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
0 . OOOO
o.oooo
O . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
o.oooo
0 . OOOO
o.oooo
0 . OOOO
o.oooo
0 . OOOO
0 . OOOO
0.0000
C . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
0 . OOOO
o.oooo
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
o.oooo
0 . OOOO
o.oooo
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
o.oooo
0 . OOOO
O . OOOO
0 . OOOO
0.0000
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
0 . OOOO
o.oooo
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
o.oooo
ROW H =16
-------
ro
IN3
CO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO
ROW H = 17
o.oooo
ROW H = 18
O.0000
ROW H =19
o.oooo
O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
o.oooo
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
DECREASE OF POLLUTANT BY DEGRADATION OF THE LIQUID PHASE
rv>
ro
UD
ROW H = 1
0.OOOO
ROW B = 2
0.0000
ROW ff = 3
0.OOOO
ROW H = 4
0.OOOO
ROW H = 5
0.OOOO
ROW # = 6
0.OOOO
ROW H = 7
0.OOOO
ROW * = 8
O. OOOO
ROW # = 9
0.OOOO
ROW # =1O
0.OOOO
ROW H = 1 1
O.OOOO
ROW # =12
O.OOOO
ROW H = 13
O.OOOO
ROW H =14
0.OOOO
ROW H =15
O.OOOO
0.0000 0.0000 O.OOOO 0.0000 0.0000 O.OOOO O.OOOO O.OOOO 0.0000
0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
0 OOOO O.OOOO O.OOOO 0.0000 0.0000 0.0000 O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO 0.OOOO O.OOOO O.OOOO 0.OOOO O.OOOO O.OOOO O.OOOO 0.OOOO
0.0000 O.OOOO O.OOOO . 0.0000 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 0.0000 O.OOOO
0.0000 O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO 0.0000 O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO OiOOOO
O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO
I
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO 0.OOOO 0.OOOO
O.OOOO
0.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO
ROW # =16
-------
IN5
CO
O
o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo
ROW H = 17
0.0000
ROW H = 18
0.0000
ROW H =19
0.OOOO
o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 0.0000 O.OOOO
O.OOOO O.OOOO 0.0000 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
INSTANTANEOUS ADSORPTION OF THE POLLUTANT IN PPM BASED ON SOLID PHASE
ro
GO
ROW ff = 1
0.OOOO O.0000 O.OOOO
ROW H = 2
O.OOOO 0.OOOO 0.OOOO
ROW H = 3
0.OOOO 0.OOOO 0.OOOO
ROW H = 4
O.OOOO 0.OOOO O.OOOO
ROW H - 5
0.OOOO 0.OOOO 0.OOOO
ROW H = 6
o.oooo o.oooo o.oooo
ROW H = 7
0.OOOO O.OOOO 0.OOOO
ROW tt = 8
O.OOOO 0.OOOO O.OOOO
ROW H = 9
0.OOOO 0.OOOO 0.OOOO
ROW * =1O
O.OOOO 0.OOOO 0.OOOO
ROW #=11
0.OOOO O.OOOO 0.OOOO
ROW H = 12
O.OOOO 0.OOOO O.OOOO
ROW H = 13
0.OOOO 0.OOOO O.OOOO
ROW H =14
O.OOOO O.OOOO 0.OOOO
ROW H =15
0.OOOO 0.OOOO 0.OOOO
o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo
o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo
O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO 0.0000 O.OOOO O.OOOO 0.0000 0.0000 0.0000
0.0000 O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO
o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo
O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO
o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo
o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo
o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo
O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
ROW H =16
-------
ro
OJ
ro
o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo
ROW H = 17
o.oooo
ROW H = 18
O.OOOO
ROW H =19
0.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo
o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo o.oooo
-------
no
OJ
oo
TOTAL VOLUMETRIC CONCENTRATION OF
ROW H = 1
0.OOOO O.OOOO 0.OOOO
ROW H = 2
0.OOOO 0.OOOO 0.OOOO
ROW H = 3
0.OOOO O.OOOO 0.OOOO
ROW H = 4
O.OOOO O.OOOO O.OOOO
ROW H = 5
O.OOOO O.OOOO O.OOOO
ROW H = 6
O.OOOO O.OOOO O.OOOO '
ROW # = 7
0.OOOO 0.OOOO 0.OOOO
ROW # = 8
0.OOOO 0.OOOO O.OOOO
ROW H = 9
0.OOOO 0.OOOO O.OOOO
ROW ft =1O
O.OOOO O.OOOO 0.OOOO
ROW #=11
O.OOOO O.OOOO O.OOOO
ROW H =12
O.OOOO O.OOOO O.OOOO
ROW H =13
O.OOOO O.OOOO O.OOOO
ROW M = 14
0.OOOO 0.OOOO 0.OOOO
ROW H =15
0.OOOO 0.OOOO O.OOOO
THE POLLUTANT IN
O . OOOO
0 . 0000
0 . 0000
O . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
o.oooo
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO '
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
o.oooo
0 . OOOO
o.oooo
UG/CC OF SOIL
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0.0000
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0'. OOOO
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
o.oooo
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
o.oooo
O . OOOO
o.oooo
O . OOOO
O . OOOO
O . OOOO
O . OOOO
ROW H = 16
-------
ro
CO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO
ROW H = 17
0.OOOO
ROW * =18
0.0000
ROW ff =19
O.0000
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO
0.0000 0.0000 0.0000 O.OOOO 0.0000 O.OOOO 0.0000 0.0000 0.0000
0.0000 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000
-------
TIME = O.891G67E+03 DAY
SOLUTION CONCENTRATION (PPM)
fV)
00
en
ROW H
O
ROW H
0
ROW #
O
ROW H
O,
ROW H
O
ROW H
O
ROW H
0.
ROW H
0.
ROW H
O.
ROW H
O.
ROW H
O.
ROW H
O.
ROW H
0.
ROW H
O.
ROW H
O.
ROW H
= 1
.4054
= 2
.0000
= 3
OOOO
= 4
OOOO
= 5
OOOO
= 6
.OOOO
= 7
OOOO
= 8
OOOO
= 9
OOOO
= 1O
OOOO
= 1 1
OOOO
= 12
OOOO
= 13
OOOO
= 14
OOOO
= 15
OOOO
= 16
O.3713 O.3783 O.4561 0.517O 0.2691 O.OOOO O.OOOO 0.0000 O.OOOO
0.9458 0.9469 O.9453 0.8331 0.7976 0.0004 O.OOOO 0.0000 O.OOOO
1 0638 1.0622 1.OO46 0.8038 0.9188 O.0004 0.0000 0.0000 O.OOOO
1.0597 1.0607 O.9666 O.7279 0.9O06 O.OOO4 O.OOOO O.OOOO O.OOOO
O.9536 0.9619 0.85O9 0.6147 0.8O06 O.0004 O.OOOO O.OOOO O.OOOO
O.5903 O.6067 0.5214 0.3695 0.4910 0.0003 O.OOOO 0.0000 O.OOOO
O.4106 O.4264 O.36O8 0.2600 0.34O7 0.0003 0.0000 0.0000 O.OOOO
0.2123 O.2205 0.1891 0.1777 0.2192 O.OO03 0.0000 0.0000 0.0000
O.1251 0.1282 0.1235 O.130O 0.1384 O.0003 O.OOOO O.OOOO O.OOOO
O.1O61 O.107O 0.1117 O.1100 0.0967 0.0004 0.0000 0.0000 O.OOOO
0.1O48 O.1067 O.1138 0.1073 0.0855 0.0018 O.OOOO 0.0000 0.0000
O.O941 O.1085 O.1089 0.1038 0.1008 O.0123 O.OO11 O.O001 0.0000
O.0627 0.0808 O.O796 O.O775 0.0805 0.0163 0.0023 0.0003 O.OOOO
0.0183 O.0276 O.O282 0.0282 O.O303 O.OO93 O.OO21 O.O004 O.O001
O.OO47 O.OO83 O.O090 0.0092 O.OO97 O.0039 O.OO11 O.OO03 O.OOO1
-------
PO
GO
CT)
O.OOOO 0.OOO9
ROW H =17
0.OOOO
ROW tt = 18
O. OOOO
ROW H =19
O.OOOO
0.0002
O.OOOO
0.OOOO
0.002O O.O023 O.0023 O.OO24 O.O012 O.0004 O.0001 O.OOOO
O.O004 0.0005 O.0005 O.OO05 O.OOO3 0.0001 O.OOOO O.OOOO
0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO
-------
INSTANTANEOUS ADSORPTION OF THE POLLUTANT IN PPM BASED ON SOLID PHASE
ro
CO
ROW H = 1
0.0839 0.0768 O.0733
ROW H = 2
0.0000 O.O839 O.O840
ROW H = 3
O.OOOO 0.03 15 0.0314
ROW H = 4
O.OOOO 0.O314 O.0314
ROW H = 5
0.0000 O.O282 O.O285
ROW H = 6
0.0000 0.0175 O.018O
ROW H = 7
0.0000 0.0122 O.012G
ROW ft = 8
0.0000 0.0063 O.0065
ROW ff = 9
O.OOOO O.OO37 O.0038
ROW H =10
O.OOOO O.OO31 O.O032
ROW #=11
O.OOOO O.OO31 O.O032
ROW H =12
O.OOOO 0.0028 O.0032
ROW H =13
0.0000 0.0019 O.O024
ROW H =14
O.OOOO 0.OO05 0.0008
O.0944 0.1070 0.0239 O.OOOO 0.0000 O.OOOO O.OOOO
O.O838 0.0739 0.0236 O.OOOO O.OOOO O.OOOO O.OOOO
O.O297 O.0238 0.0543 O.OOOO O.OOOO O.OOOO O.OOOO
O.O286 O.O215 O.O267 O.OOOO O.OOOO O.OOOO O.OOOO
O.O252 O.O182 0.0237 O.OOOO O.OOOO 0.0000 O.OOOO
O.O154 O.O109 0.0145 0.0000 O.OOOO O.OOOO 0.0000
O.O1O7 0.0077 0.0101 O.OOOO 0.0000 0.0000 O.OOOO
O.0056 O.0053 0.0065 O.OOOO 0.0000 O.OOOO O.OOOO
O.O037 O.O038 O.OO41 O.OOOO O.OOOO
O.OO33 0.0033 0.0029 O.OOOO 0.0000
O.OOOO O.OOOO
O.OOOO O.OOOO
ROW H =15
0.OOOO O.OOO1
O.O002
O.OO34 0.0032 O.OO25 O.OOO1 0.0000 O.OOOO O.OOOO
O.0032 0.0031 0.0089 O.O011 O.OO01 0.0000 O.OOOO
O.0024 0.0023 0.0024 O.OOO5 O.OOO1 O.OOOO O.OOOO
O.OO08 0.0008 O.OOO9 O.OOO3 O.0001 O.OOOO O.OOOO
O.O003 O.O003 O.OOO3 O.O001 O.OOOO O.OOOO O.OOOO
ROW H =16
-------
CO
CO
O.OOOO O.OOOO O.0001 O.O001 O.OOO1 O.OO01 O.OOOO O.OOOO O.OOOO O.OOOO
ROW H = 17
o.oooo
ROW H = 18
o.oooo
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 0.0000 0.0000 O.OOOO 0.0000
ROW H =19
o.oooo
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
DECREASE OF POLLUTANT IN THE SOLID PHASE BY DEGRAD
ro
oo
UD
ROW H = 1
O.3O18
ROW tt = 2
O . OOOO
ROW H = 3
0 . OOOO
ROW H = 4
O . OOOO
ROW H = 5
O . OOOO
ROW H = 6
0 . OOOO
ROW H = 7
O . OOOO
ROW tt = 8
0 . OOOO
ROW # = 9
0 . OOOO
ROW H =10
O . OOOO
ROW
ROW H =12
O . OOOO
ROW H =13
O . OOOO
ROW It =14
O . OOOO
ROW 0 =15
O . OOOO
0.3050 0.3O47 0.2975 0.3380
0.1394 0.1391 O.1310 0.1224
O.O500 O.05OO O.O467 0.0386
O.O41O O.O411 O.O384 0.0308
O.O355 0.0357 0.0333 0.0269
0.0272 O.0276 O.O259 O.O211
O.O238 O.O242 O.O226 O.O186
O.O2O7 O.O210 O.O194 O.O163
O.O166 O.O169 O.O154 0.0144
0.0134 O.0138 0.0125 O.O127
O.OOOO 0.0116 O.0121 0.0110 O.O111
O.O065 O.OO74 O.OO67 0.0068
O.OO32 O.OO4O O.O038 0.0038
0.OOO8 O.OO11 O.0011 0.OO11
O.0002 O.0003 O.0003 O.OO03
IN PPM
0.2039
0.0553
O.O783
O.O347
0 . 0300
0.0232
O.O203
O.O179
O.O159
0.0141
0.0124
O.O185
0.0042
0 . OO 1 2
0 . OOO3
0 . OOOO
0 . OOOO
O.OOOO
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
O.OO01
O.OOO2
O.OO16
O . 0007
O . OOO3
O.0001
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O.0001
O.OO01
O.OOO1
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
O.OOOO
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
O . OOOO
ROW H =16
-------
ro
-e>
o
O.OOOO O.OOOO 0.0001 O.O001 O.0001 O.0001 O.OOOO O.OOOO O.OOOO O.OOOO
ROW H = 17
0.0000
ROW H =18
o.oooo
ROW H =19
O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO 0.0000 O.OOOO O.OOOO
O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO
O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO
-------
DECREASE OF POLLUTANT BY DEGRADATION OF THE LIQUID PHASE
rv>
ROW H = 1
O.3960
ROW H = 2
O.OOOO
ROW H = 3
O.OOOO
ROW H = 4
0.OOOO
ROW H = 5
O.OOOO
ROW * = 6
O.OOOO
ROW # = 7
O.OOOO
ROW # = 8
O.OOOO
ROW 0 = 9
O.OOOO
ROW H =10
0.OOOO
ROW H = 11
0.OOOO
ROW H = 12
O.OOOO
ROW H =13
0.OOOO
ROW H =14
0.OOOO
ROW ft =15
O.OOOO
0.4018 O.4O20 O.3926 O.G553 0.9231 O.OOOO O.OOOO 0.OOOO 0.0000
0.4401 0.4397 O.4148 O.5694 0.7722 O.O002 0.0000 O.OOOO O.OOOO
0.4805 O.4814 O.4499 0.4642 0.4722
0.2887 O.2906 O.2715 O.2225 0.25O9
0.2555 O.2583 O.2415 O.1951 0.2181
0.2072 0.2108 0.1982 0.1620 0.1784
0.1890 O.1928 O.1811 O.1478 0.1619
0.3322 O.3390 O.3142 O.1354 0.1489
0.2714 O.277O O.2525 O.1255 0.1389
0.1217 0.126O 0.1150 0.1180 0.1315
0.1134 O.12O1 O. 1097 0.1123 0.1262
O.O862 O.O984 O.O898 O.O904 0.0825
O.O423 O.0537 O.O504 0.0504 0.0557
0.01O2 O.0151 0.0149 O.O149 O.O164
t
O.0023 O.OO39 O.OO40 O.OO40 0.0044
O . 0002
0.0001
0.0001
0 . 0002
O . OOO2
O . OOO3
O . OOO4
0 . O005
O.O022
O.O072
O.0095
O.0045
0.0016
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOO5
O.OO12
0 . O009
O . OOO4
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
O.OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
O . OOOO
O.OOO1
O . 0002
O.O001
0 . OOOO
O . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
ROW H =16
-------
ro
-pi
no
O.OOOO O.OO04 O.OO08 O.O008 O.0008 O.OO09 O.O004 O.OOO1 O.OOOO O.OOOO
ROW H = 17
o.oooo
ROW H =18
0.0000
ROW # =19
o.oooo
0.0001
O.OOO1 O.0001 O.OO01 O.OO01 O.OO01 O.OOOO O.OOOO 0.0000
O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 0.0000 0.0000 O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO
-------
TOTAL VOLUMETRIC CONCENTRATION OF THE POLLUTANT IN UG/CC OF SOIL
ro
-e»
GO
ROW # = 1
O.2400 O.22O3 0.2246
ROW tt = 2
O.OOOO O.3949 O.3958
ROW H = 3
O.OOOO O.3513 O.3513
ROW t> = 4
O.OOOO O.2695 0.2704
ROW H = 5
O.OOOO O.2471 O.2499
ROW H = 6
O.OOOO O.16O1 O.1G51
ROW H = 7
O.OOOO O.1153 0.1202
ROW H = 8
O.OOOO O.11O5 O.1153
ROW H - 9
0.0000 O.0664 O.0681
ROW H =10
O.OOOO O.O333 O.O339
ROW #=11
O.OOOO 0.0352 O.O362
ROW H =12
O.OOOO O.0415 O.0478
ROW * =13
O.OOOO O.0276 O.O356
ROW H =14
O.OOOO 0.0081 O.0122
0.2708 0.3732 0.1450 O.OOOO O.OOOO O.OOOO 0.0000
O.3955 0.4582 0.3660 0.0002 O.OOOO O.OOOO O.OOOO
O.3328 O.3232 0.4118 O.O002 O.OOOO O.OOOO O.OOOO
0.2468 0.1889 0.234O O.OOO1 0.0000 0.0000 0.0000
0.2215 O. 16O3 0.2091 O.OO01 O.OOOO O.OOOO O.OOOO
O.1422 O.101O 0.1345 O.O001 O.OOOO O.OOOO O.OOOO
O.102O O.O732 0.0961 O.OO01 O.OOOO O.OOOO O.OOOO
O.0991 0.0518 0.0640 0.0001 O.OOOO O.OOOO O.OOOO
0.0655 O.O395 0.0421 O.0001 0.0000 O.OOOO 0.0000
O.O355 O.O352 0.0311 0.0001 O.OOOO 0.0000 0.0000
O.O389 O.O369 O.O296 0.OO06 0.0000 O.OOOO O.OOOO
0.048O O.O458 O.O537 O.OO65 O.OO06 O.OOO1 O.OOOO
0.0351 0.0342 0.0355 0.0072 0.0010 O.0001 O.OOOO
O.0124 O.O124 O.O134 0.0041 O.0009 O.OOO2 O.OOOO
ROW H =15
O.OOOO O.0021
O.OO36 0.0040 0.0040 O.OO43 O.OO17 O.OO05 O.O001 O.OOOO
ROW H =16
-------
O.OQOO O.OOO4 O.OOO9 O.O01O O.OO1O O.O011 O.O005 O.0002 O.OOOO 0.OOOO
ROW H =17
0.OOOO
ROW H =18
O.OOOO
ROW H = 19
O.OOOO
O.OO01 O.0002 O.OOO2 O.0002 O.OOO2 O.OO01 O.OOOO O.OOOO O.OOOO
0.0000 O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO 0.0000 O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 0.0000 O.OOOO
-------
in
TIME = O.
ROW H = 1
0. 1975
ROW H = 2
O . OOOO
ROW * = 3
0 . OOOO
ROW H = 4
O . OOOO
ROW » = 5
O . OOOO
ROW H = 6
0 . OOOO
ROW ft = 7
0 . OOOO
ROW H = 8
0 . OOOO
ROW H = 9
O . OOOO
ROW H =1O
O . OOOO
ROW 0=11
0 . OOOO
ROW H =12
0 . OOOO
ROW H =13
O . OOOO
ROW H =14
O . OOOO
ROW H =15
0 . OOOO
925000E+03
0. 1735
0.6358
O 7953
0.8845
O.9083
O.7124
O.570O
O.3344
0. 1819
O. 1259
0. 1O01
O.081 1
0.058O
0.0186
O.OO49
DAY
O. 1783
0.6389
O.7950
O.8829
O.9099
O.7258
O.5869
O.3470
O. 1894
O. 13O3
O. 1037
0.0942
0.0755
0.0283
O.O088
SOLUTION CONCENTRATION (PPM)
0.2358 O.2913 0.1116 0.0000 0.0000 0.0000 0.0000
0.6782 0.6470 0.517O 0.0003 O.OOOO O.OOOO 0.0000
O.7981 0.6989 0.6949 0.0004 O.OOOO 0.0000 O.OOOO
O.8500 O.6972 0.768O O.0005 O.OOOO O.OOOO O.OOOO
O.8446 0.6561 0.7784 O.OO05 O.OOOO O.OOOO O.OOOO
0.6424 0.471O 0.6017 O.OO05 O.OOOO O.OOOO O.OOOO
0.5051 0.3641 0.4788 O.0005 0.0000 0.0000 O.OOOO
0.2874 0.2603 0.3469 O.O004 O.OOOO O.OOOO O.OOOO
O.1625 O.1809 0.2319 O.O004 0.0000 O.OOOO O.OOOO
O.1209 O.1309 0.1486 O.O005 O.OOOO O.OOOO O.OOOO
O.1O42 0.1O53 0.1006 O.OO17 O.OOOO O.OOOO O.OOOO
0.0962 O.O923 O.O885 O.O113 0.0011 O.OOO1 0.0000
O.0761 O.O737 0.0747 O.0161 0.0024 O.0003 O.OOOO
O.O293 O.O291 0.0309 O.O098 O.OO22 0.0005 O.0001
O.O096 0.0097 O.O103 O.O042 O.OO12 O.O003 O.OOO1
ROW # =16
-------
0.OOOO
ROW H = 17
O.OOOO
ROW H = 18
0.OOOO
ROW H =19
0. OOOO
O.OO10 O.0021 O.0024 O.O025 O.0026 O.O013 0.0004 O.0001 O.OOOO
0.0002 0.0004 O.O005 O.OO05 O.OOO5 O.OOO3 O.OO01 O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO 0.0000
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO
cn
-------
INSTANTANEOUS ADSORPTION OF THE POLLUTANT IN PPM BASED ON SOLID PHASE
ROW H = 1
O.O409 0.0359 0.0369
ROW H = 2
0.0000 0.0564 0.0567
ROW * = 3
O.OOOO 0.0235 O.O235
ROW H = 4
O.OOOO 0.0262 O.0261
ROW H = 5
O.OOOO O.O269 O.O269
0.0488 0.0603 0.0099 0.0000 0.0000 0.0000 0.0000
0.0602 0.0574 0.0153 0.0000 0.0000 0.0000 0.0000
O.0236 O.O207 O.O411 0.0000 O.OOOO O.OOOO O.OOOO
0.0252 O.O206 0.0227 O.OOOO O.OOOO O.OOOO O.OOOO
O.O250 O.0194 O.O23O O.OOOO O.OOOO O.OOOO 0.0000
ROW H = 6
0.OOOO 0.0211
O.0215 0.0190 0.0139 0.0178 0.0000 0.0000 O.OOOO O.OOOO
ROW H = 7
O.OOOO O.0169 O.0174
ROW H = 8
O.OOOO O.0099 0.0103
O.0150 0.0108 0.0142 0.0000 0.0000 0.0000 0.0000
0.0085 O.OO77 0.01O3 O.OOOO O.OOOO O.OOOO O.OOOO
ROW H = 9
0.0000 0.0054
O.OO56 0.0048 O.O054 0.0069 0.0000 O.OOOO O.OOOO 0.0000
ROW H =10
0.0000 O.OO37 O.OO39
ROW #=11
O.OOOO 0.OO3O O.OO31
ROW H =12
O.OOOO O.O024 O.OO28
ROW H =13
O.OOOO O.O017 O.OO22
ROW * =14
0.OOOO 0.0006 O.O008
ROW H =15
O.OOOO O.0001
ROW * =16
O.O036 O.O039 O.OO44 O.OOOO O.OOOO 0.0000 O.OOOO
0.O031
O.OO31 O.O03O O.OOOO O.OOOO O.OOOO 0.0000
O.0028 O.O027 O.OO78 0.0010 O.OOO1 O.OOOO O.OOOO
O.OO23 O.O022 0.0022 O.OO05 O.OOO1 O.OOOO O.OOOO
O.OO09 O.OO09 0.0009 0.0003 O.OOO1 0.0000 O.OOOO
O.OOO3 O.O003 O.0003 O.O003 O.OOO1 O.OOOO O.OOOO O.OOOO
-------
ro
^
co
O.OOOO O.OOOO O.OOO1 O.OO01 O.OO01 O.OOO1 O.OOOO O.OOOO O.OOOO O.OOOO
ROW H = 17
0. OOOO
ROW tt = 18
0.0000
ROW H =19
O.OOOO
O.OOOO 0.0000 O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000
-------
DECREASE OF POLLUTANT IN THE SOLID PHASE BY DEGRAD
IN PPM
ROW H = 1
O.306O
ROW # = 2
0.OOOO
ROW H = 3
0.OOOO
ROW H = 4
O.OOOO
ROW # = 5
0.OOOO
ROW H = 6
0.OOOO
ROW H = 7
0.OOOO
ROW H = 8
O.OOOO
ROW # = 9
O.OOOO
ROW H =10
O.OOOO
ROW #=11
O.OOOO
ROW H = 12
O.OOOO
ROW H =13
O.OOOO
ROW H =14
O.OOOO
ROW H = 15
O.OOOO
0.3088 O.3086 O.3O24 0.3449 0.2057 0.OOOO O.OOOO O.OOOO O.OOOO
0.1465 0.1462 0.1383 0.1299 0.0580 O.OOOO O.OOOO O.OOOO O.OOOO
O.O536 O.O536 O.0502 0.0416 O.O840 O.OOOO O.OOOO O.OOOO O.OOOO
O.O446 O.O448 O.0417 0.0335 O.O378 O.OOOO O.OOOO O.OOOO O.OOOO
O.0390 O.O393 0.0365 O.O293 O.O330 O.OOOO O.OOOO 0.0000 O.OOOO
O.0297 O.O301 O.O281 0.0227 0.0252 0.0000 O.OOOO O.OOOO 0.0000
O.O257 O.O261 O.O243 O.O197 0.0219 O.OOOO O.OOOO O.OOOO O.OOOO
O.O218 O.O222 O.O204 O.O172 O.O19O 0.0000 O.OOOO O.OOOO O.OOOO
0.0172 O.0175 O.O16O O.O150 O.O166 O.OOOO 0.0000 0.0000 O.OOOO
0.0139 O.O142 0.0129 O.0132 0.0146 0.0001 O.OOOO 0.0000 O.OOOO
0.012O O.0125 O.O114 O.O116 0.0128 O.O002 O.OOOO O.OOOO O.OOOO
O.OO68 O.0078 O.0071 O.OO72 0.0195 O.O017 O.OOO1 O.OOOO 0.0000
0.0034 0.0043 0.0041 O.O041 0.0045 0.0008 0.0001 O.OOOO O.OOOO
O.O008 O.O012 O.0012 O.OO12 O.OO14 O.O004 O.OOO1 O.OOOO O.OOOO
O.OOO2 O.OOO3 O.OO03 O.O003 O.O004 O.OOO1 O.OOOO O.OOOO O.OOOO
ROW H =16
-------
ro
en
O
O.OOOO O.OOOO O.OOO1 O.O001 O.0001 O.OO01 O.OOOO 0.0000 0.0000 0.0000
ROW H = 17
0.0000
ROW H = 18
0.0000
ROW H =19
o.oooo
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 0.0000
O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO 0.0000 0.0000 O.OOOO
-------
DECREASE OF POLLUTANT BY DEGRADATION OF THE LIQUID PHASE
ro
en
ROW * = t
0.4015
ROW H = 2
O.OOOO
ROW H = 3
0.OOOO
ROW It = 4
0.OOOO
ROW H = 5
0.OOOO
ROW # = 6
0.OOOO
ROW H = 7
O. OOOO
ROW H = 8
0.OOOO
ROW H = 9
0.OOOO
ROW H =10
O.OOOO
ROW #=11
0.OOOO
ROW H =12
O.OOOO
ROW tt =13
0.OOOO
ROW tt =14
O.OOOO
ROW H =15
O.OOOO
ROW H = 16
O.4068 O.4O71 0.399O 0.6687 0.9313 O.OOOO O.OOOO O.OOOO O.OOOO
0.4625 0.4622 O.4380 0.6O42 0.8O9O O.O003 O.OOOO O.OOOO 0.0000
0.5152 O.5162 0.4838 O.5OO5 O.5071 O.0002 O.OOOO O.OOOO O.OOOO
O.3142 0.3161 0.2955 0.2418 0.2735 O.OO01 O.OOOO O.OOOO O.OOOO
O.28O7 O.2838 0.2647 O.2124 0.2397 0.0002 O.OOOO O.OOOO O.OOOO
0.226O 0.2302 0.2151 0.1742 0.1944 0.0002 O.OOOO O.OOOO O.OOOO
0.2O38 O.2081 0.1943 0.1571 0.1743 0.0002 O.OOOO O.OOOO 0.0000
0.3501 O.3576 0.3299 O.1422 0.1578 0.0003 O.OOOO O.OOOO O.OOOO
0.2815 0.2875 0.2619 0.1306 0.1450 0.0004 0.0000 O.OOOO 0.0000
O.1256 O.1300 0.1190 O.1222 0.1358 0.0006 O.OOOO O.OOOO O.OOOO
0.1172 0.1241 O.1139 0.1164 0.1298 0.0023 O.OOOO 0.0000 0.0000
O.O909 0. 1O38 O.0953 O.O957 O.OS67 O.OO78 O.0006 0.0000 0.0000
0.0456 0.0579 O.O546 O.O545 O.O599 0.0104 0.0014 0.0002 O.OOOO
0.0112 O.O166 O.O165 O.O165 O.O181 O.OO50 O.OO1O O.OOO2 O.OOOO
O.OO25 O.O043 O.OO45 O.0045 O.OO49 O.O018 O.OOO5 O.OOO1 O.OOOO
-------
ro
en
ro
O.OOOO O.OOO4 O.OOO9 O.OO09 O.OO09 O.O010 O.O004 O.O001 O.OOOO 0.0000
ROW H = 17
O.OOOO
ROW # =18
O.OOOO
ROW H =19
0.OOOO
O.OOO1
O.OOO1 O.O002 O.OOO2 O.OOO2 O.O001 O.OOOO O.OOOO O.OOOO
O.OOOO 0.0000 0.0000 O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO 0.0000
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO
-------
TOTAL VOLUMETRIC CONCENTRATION OF THE POLLUTANT IN UG/CC OF SOIL
ROW H = 1
O.1170 0.1O29 0.1O59
ROW H = 2
O.OOOO 0.2654 O.2671
ROW H = 3
O.OOOO 0.2626 O.2629
ROW H = 4
O.OOOO O.225O 0.225O
ROW H = 5
O.OOOO 0.2354 O.2364
ROW It = 6
O.OOOO 0.1931
0.1974
O.14OO O.2102 0.0601 O.OOOO O.OOOO O.OOOO O.OOOO
O.2837 0.3559 0.2372 0.0001 O.OOOO O.OOOO O.OOOO
0.2644 0.2810 0.3115 O.O002 0.0000 0.0000 0.0000
O.2171 0.1809 0.1995 O.OOO1 O.OOOO O.OOOO 0.0000
O.2199 0.1711 0.2O33 O.O001 O.OOOO O.OOOO O.OOOO
0.1752 O.1287 0.1648 0.0001 0.0000 O.OOOO O.OOOO
(N3
en
CO
ROW H = 7
O.OOOO 0.1601 0.1654
ROW H = 8
O.OOOO 0.1741
O.1428 O.1025 0.1350 0.0001 0.0000 O.OOOO 0.0000
0.1814 0.1507 O.O758 0.1013 O.0001 O.OOOO O.OOOO 0.0000
ROW H = 9
O.OOOO 0.0966 0.1005
ROW H =1O
O.OOOO O.O396 O.O412
ROW // = 1 1
O.OOOO O.O336 0.0352
ROW H =12
0.0000 O.O357 O.O415
ROW H =13
O.OOOO O.O256 O.O333
ROW It =14
O.OOOO O.O082 O.O125
ROW H =15
O.OOOO O.0022 O.OO39
0.0862 O.O549 0.0706 0.0001 0.0000 O.OOOO O.OOOO
O.0385 O.O419 0.0478 0.0002 0.0000 O.OOOO O.OOOO
O.O356 O.O362 0.0348 0.0006 O.OOOO O.OOOO 0.0000
O.O424 0.0407 O.O471 0.0060 O.OO06 O.OOO1 0.0000
O.O336 O.O325 0.0329 O.O071 O.OO11 O.OOO1 O.OOOO
O.O129 O.0128 0.0136 O.O043 O.OO1O O.OOO2 O.OOOO
O.0042 O.OO43 O.O046 O.0019 O.OOO5 O.OO01 O.OOOO
ROW H =16
-------
0.0000 0.0004
ROW H = 17
0.OOOO
ROW H =18
O.OOOO
ROW H =19
0.OOOO
O.OOO1
O.OOO9 O.OO11 O.0011 O.0011 O.O006 O.OO02 O.OOO1 O.OOOO
O.OOO2 O.OOO2 O.OOO2 O.0002 O.OOO1 O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000
O OOOO O.OOOO O.OOOO O.OOOO .0.0000 O.OOOO O.OOOO O.OOOO 0.0000
en
-------
TIME = O.
ROW
ROW
ROW
ROW
ROW
ROW
ROW
r\3 ROW
tn
ROW
ROW
ROW
ROW
ROW
ROW
ROW
It
0
H
0
ft
0
ft
0
ft
O
H
0
H
0
If
0
H
0
ft
0
ft
O
0,
#
0.
H
O.
#
0.
= 1
.0962
= 2
.OOOO
= 3
.OOOO
= 4
.0000
= 5
.OOOO
= 6
.OOOO
= 7
.0000
= 8
.0000
= 9
.OOOO
= 1O
.OOOO
= 1 1
.OOOO
= 12
,OOOO
= 13
OOOO
= 14
OOOO
= 15
OOOO
958333E-I-03
0
0
0
O
O
0
O
O
O
O
0
0
O.
O.
O.
.0810
. 4O76
.5463
.6526
.7336
. 7O77
.6411
.4452
.2652
. 179O
. 1239
.0748
.O527
0184
i
0051
DAY
O
O
O
O
0,
0
0
O
0
0
O
O
O
0.
0.
.O84O
.4111
.5470
. 65O5
. 73O9
.7145
.6535
.4588
.2764
. 1877
.1311
.0872
.O693
O283
O092
SOLUTION CONCENTRATION (PPM)
O.1219 0.1641 O.O463 O.OOOO O.OOOO O.OOOO 0.0000
O.4640 0.4800 0.3208 O.0003 O.OOOO 0.0000 0.0000
O.5838 0.5600 0.4798 0.0004 O.OOOO 0.0000 0.0000
0.6641 0.5961 0.5751 O.O004 O.OOOO O.OOOO O.OOOO
O.7168 0.6O52 0.6391 O.OO05 0.0000 O.OOOO O.OOOO
0.6587 0.5113 0.6063 0.0006 O.OOOO O.OOOO O.OOOO
O.5827 0.4368 0.5456 O.OO06 O.OOOO O.OOOO O.OOOO
O.3858 0.3433 O.4493 0.0006 O.OOOO O.OOOO O.OOOO
O.2279 0.2528 0.3376 0.0007 O.OOOO O.OOOO O.OOOO
O.1591 0.1800 0.2329 0.0007 O.OOOO 0.0000 O.OOOO
0.1182 0.1287 0.1512 O.OO21 O.OOOO O.OOOO O.OOOO
0.0879 O.O868 0.0860 O.O1O4 0.0011 O.O001 O.OOOO
O.0711 0.0691 0.0689 O.0155 O.OO25 O.OO03 O.OOOO
O.0297 O.O295 0.0308 0.0101 O.0024 O.OOO5 O.O001
O.O101 0.01O2 0.01O8 O.OO45 O.0013 O.OOO3 O.OOO1
ROW H =16
-------
ro
en
O.OOOO O.OO11 O.O022 O.OO26 O.OO27 O.O028 O.OO14 0.0005 O.0001 0.0000
ROW H = 17
0.0000
ROW H =18
0.0000
ROW ff =19
O.OOOO
O.OO02 O.0005 O.0006 0.0006 0.0006 0.0003 0.0001 O.OOOO 0.0000
O.OOOO O.OOOO 0.0000 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O OOOO 0.0000 O.OOOO O.OOOO .O.OOOO 0.0000 0.0000 O.OOOO O.OOOO
-------
INSTANTANEOUS ADSORPTION OF THE POLLUTANT IN PPM BASED ON SOLID PHASE
ROW H = 1
ROW
ROW
ROW
ROW
ROW
ROW
ro
en ROW
^J
ROW
ROW
ROW
ROW
ROW
ROW
ROW
O.O199
H = 2
0 . 0000
H = 3
0 . OOOO
H = 4
O . OOOO
H = 5
O . OOOO
H = 6
0 . OOOO
* = 7
O . OOOO
H = 8
0 . OOOO
H = 9
0 . OOOO
H =10
O . OOOO
#=11
0 . OOOO
# =12
O . OOOO
H =13
0 . OOOO
H = 14
0 . OOOO
H =15
O . OOOO
O
0
0
O
O
0
0
0
0
0
0.
0.
0
0.
0.
.0168
.0362
O162
.O193
.02 17
.0209
.O19O
.O132
.0078
.OO53
.OO37
.OO22
.0016
.O005
1
OO02
O.O174
0.0365
O.O162
O.O193
O.O216
O.021 1
O.0193
O.0136
O.O082
O.O056
O.O039
O.O026
0 . 002 1
O . O008
O.O003
O
0
0
.0252
.04 12
.0173
O.O197
O
O
0,
0.
0.
0
0
O.
0,
O.
O.
.O212
.0195
.O172
01 14
,0067
.0047
.OO35
.0026
.0021
.OO09
O003
0.0339
0.0426
O.0166
0.0176
0.0179
0.0151
O.0129
0.0102
0.0075
0.0053
O . 0038
O . O026
0 . 0020
O . O009
O . 0003
0 . 004 1
0.0095
.0.0284
0.0170
0.0189
0.0179
O.O161
0.0133
0.0100
0 . OO69
O.OO45
O.OO76
0.0020
0 . OOO9
0 . O003
0
0
O
O
O
0
O
0.
0,
O
0.
0.
0
0
O
.OOOO
.0000
.0000
.OOOO
.OOOO
.OOOO
.OOOO
OOOO
.0000
.0000
.0001
OOO9
.OO05
.0003
.0001
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0.0000
O . OOOO
O.OOO1
0.0001
O.OO01
0 . OOOO
0.OOOO 0.OOOO
0.OOOO O.OOOO
0.OOOO O.OOOO
O.OOOO 0.OOOO
0.OOOO O.OOOO
0.OOOO O.OOOO
0.OOOO O.OOOO
O.OOOO 0.0000
O.OOOO 0.OOOO
0.OOOO O.OOOO
O.OOOO 0.OOOO
0.OOOO O.OOOO
O.OOOO O.OOOO
O.OOOO O.OOOO
O.OOOO O.OOOO
ROW H =16
-------
IN3
cn
oo
O.OOOO O.OOOO 0.0001 O.OOO1 O.0001 O.OOO1 O.OOOO O.OOOO 0.0000 O.OOOO
ROW H = 17
o. oooo
ROW H =18
O.OOOO
ROW H =19
0.0000
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000
O.OOOO 0.0000 0.0000 0.0000 O.OOOO O.OOOO 0.0000 0.0000 O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
DECREASE OF POLLUTANT IN THE SOLID PHASE BY DEGRAD
IN PPM
ROW H = 1
O.3080
0.3105 O.3104 O.3049 0.3488 0.2065 0.0000 O.OOOO 0.0000 O.OOOO
ROW H = 2
0.OOOO
ROW H = 3
0.OOOO
O.1511 0.1509 O.1435 O.1356 0.0597 0.0000 O.OOOO O.OOOO O.OOOO
O-O562 O.0562 O.0528 O.O441 O.O882 O.OOOO O.OOOO O.OOOO O.OOOO
ROW H = 4
O.OOOO
ROW H = 5
O.OOOO
O.O474 O.0476 O.O446 O.O359 0.04O3 O.OOOO O.OOOO O.OOOO O.OOOO
O.0420 O.O423 0.0394 0.0316 0.0356 O.OOOO 0.0000 O.OOOO O.OOOO
ROW H = 6
O.OOOO
O.0324 O.0329 O.O3O5 O.O245 0.0275 O.OOOO O.OOOO O.OOOO O.OOOO
IV)
en
vo
ROW H = 7
O.OOOO
ROW H = 8
0.OOOO
ROW # = 9
0.OOOO
0.0280 O.O285 O.O264 0.0213 0.0238 O.OOOO O.OOOO 0.0000 O.OOOO
0.0234 O.O239 O.0218 0.0183 O.O2O5 O.OOOO O.OOOO 0.0000 O.OOOO
O.O181 O.0185 0.0168 O.O158 O.0177 0.0000 O.OOOO O.OOOO 0.0000
ROW # =10
O.OOOO
O.O144 O.O148 O.0135 0.0138 O.O153 O.OOO1 O.OOOO O.OOOO O.OOOO
ROW H =11
O.OOOO
O.O124 0.013O • O.O118 O.O12O 0.0133 O.OOO2 O.OOOO O.OOOO O.OOOO
ROW H =12
0.OOOO
ROW * =13
O.OOOO
O.O071 O.OO81 0.0075 O.OO75 0.0203 O.0019 0.0001 0.0000 0.0000
O.OO36 O.OO46 O.OO44 O.O044 • O.OO48 O.O008 O.OOO1 O.OOOO O.OOOO
ROW H =14
O. OOOO
ROW H =15
O.OOOO
O.0009 O.OO14 0.0014 O.OO14 O.OO15 O.OOO4 0.0001 0.0000 O.OOOO
O.OOO2 O.OO04 O.O004 O.OO04 O.OOO4 O.OOO2 O.OOOO O.OOOO O.OOOO
ROW H =16
-------
ro
en
O.OOOO O.OOOO O.O001 0.0001 O.OOO1 0.0001 O.OOOO O.OOOO O.OOOO O.OOOO
ROW H = 17
0.OOOO
ROW H =18
O.OOOO
ROW H =19
0.OOOO
0.0000 O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO 0.0000
O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 0.0000 O.OOOO O.OOOO 0.0000
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
DECREASE OF POLLUTANT BY DEGRADATION OF THE LIQUID PHASE
ro
en
ROW H = 1
0.4041
ROW It = 2
0.OOOO
ROW H = 3
0.OOOO
ROW # = 4
0.OOOO
ROW H = 5
0.OOOO
ROW * = 6
0.OOOO
ROW H = 7
0.OOOO
ROW H = 8
0.OOOO
ROW H - 9
0.OOOO
ROW H =10
0.OOOO
ROW #=11
O. OOOO
ROW * =12
O. OOOO
ROW H =13
0. OOOO
ROW H =14
0.OOOO
ROW H = 15
O.OOOO
0.4O91 O.4095 O.4023 0.6762 0.9347 O.OOOO
O.4772 O.4771 0.4543 0.6306 0.8323 0.0003
0.OOOO 0.OOOO O.OOOO
0.OOOO O.OOOO 0.OOOO
0.540O O.5410 0.5095 0.53O7 .0.5323 0.OOO2 O.OOOO O.OOOO O.OOOO
O.3341 O.3361 O.3153 0.2592 0.2915 O.O002
0.3O28 0.3059 0.2858 0.2295 0.259O O.OOO2
O.OOOO O.OOOO 0.OOOO
O.OOOO O.OOOO O.OOOO
O.2465 O.2510 0.234O 0.1885 0.2120 0.0002 O.OOOO 0.0000 O.OOOO
0.2222 0.2270 0.2109 0.1693 0.1899 O.OOO2 0.0000 O.OOOO 0.0000
O.3759 0.3845 0.3524 0.1517 0.1705 0.0003 O.OOOO O.OOOO O.OOOO
0.2965 O.3031 0.2750 0.1378 0.1545 O.0004
O.1309 0.1356 0.1239 0.1277 0.1426 O.0006
0.1214 O.1285 0.1181 O.1210 0.1346 O.0024
0.095O O.1O87 0.1002 0.10O4 0.0906 O.0082
0.0486 O.0618 O.O586 O.O583 0.0637 O.O112
0.OOOO O.OOOO O.OOOO
0.OOOO 0.OOOO 0.OOOO
O.OOOO 0.OOOO O.OOOO
O.O006 O.OOO1 O.OOOO
O.OO15 O.OOO2 O.OOOO
O.O122 O.0181 O.O181 0.0181 0.0197 O.OO56 O.O011 O.OO02 0.0000
O.O028 0.0048 O.O051 O.OO51 O.OO55 O.OO2O O.O005 O.OOO1 O.OOOO
ROW H =16
-------
ro
en
ro
O.OOOO O.OOO5 O.0010 O.OO11 0.0011 O.0011 O.OOO5 0.0001 O.OOOO O.OOOO
ROW H =17
0.OOOO
O.OOO1
0.0002 O.OOO2 O.0002 0.OOO2 O.OOO1 O.OOOO O.OOOO 0.0000
ROW H =18
0.OOOO
ROW H =19
O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
TOTAL VOLUMETRIC CONCENTRATION OF THE POLLUTANT IN UG/CC OF SOIL
ROW It - 1
O.057O O.O481 O.O499
ROW H = 2
O.OOOO O.1702 0.1718
O.0724 O.1184 O.O249 O.OOOO O.OOOO O.OOOO O.OOOO
0.1941 0.2640 0.1472 O.OOO1 O.OOOO O.OOOO O.OOOO
ROW H = 3
O.OOOO O.1804 0.1809
O.1934 0.2252 0.2151 O.OOO2 O.OOOO O.OOOO O.OOOO
ROW H = 4
O.OOOO O.166O O.1658
ROW H = 5
O.OOOO O.1901 O.1899
O. 1696 0.1547 0.1494 O.OOO1 O.OOOO O.OOOO O.OOOO
0.1866 O.1578 0.1669 O.OOO1 O.OOOO O.OOOO O.OOOO
ROW H = 6
0.0000 O.1919 O.1944
O.1797 0.1398 0.1660 O.OOO2 O.OOOO O.OOOO O.OOOO
ro
01
OJ
ROW H = 7
O . OOOO O . 1 8O 1
O. 1842 0.1647 0.1229 0.1539 O.OO02 O.OOOO O.OOOO O.OOOO
ROW H = 8
O.OOOO 0.2318 O.2398
ROW H = 9
O.OOOO O.1408 O.1467
ROW // =1O
0.0000 0.0562 O.O594
0.2023 0.10OO 0.1312 O.OOO2 O.OOOO O.OOOO O.OOOO
0.121O O.O768 0.1028 O.O002 O.OOOO 0.0000 0.0000
O.0506 0.0576 O.O749 O.OOO2 O.OOOO O.OOOO O.OOOO
ROW #=11
O.OOOO O.O416 O.O444
ROW H =12
O.OCOO O.O33O O.O384
ROW H =13
O.OOOO 0.0232 O.O306
O.04O4 O.O443 O.O523 O.OOO7 O.OOOO O.OOOO O.OOOO
O.O388 O.O383 O.O458 O.0055 O.0006 O.O001 O.OOOO
O.0313 O.O305 0.0304 0.0068 O.0011 O.OOO2 0.0000
ROW H =14
O.OOOO 0.0081 O.O125
ROW H =15 '
O.OOOO O.OO23 O.OO40
O.O131 O.O130 0.0136 O.0045 O.OO1O O.OOO2 0.0000
0.0044 O.O045 0.0048 O.0020 O.OOO6 O.O001 O.OOOO
ROW H =16
-------
O.OOOO O.OO05 0.001O O.O011 O.O012 O.OO12 O.0006 0.0002 O.0001 0.OOOO
ROW V = 17
0.OOOO
ROW tt = 18
O.OOOO
ROW H =19
0.OOOO
O.OOO1 0.0002 O.0003 0.0003 0.OO03 0.0001 0.0001 O.OOOO 0.0000
O.OOOO 0.0000 O.OOOO 0.0000 O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
en
-------
TIME
O.991G67E+03 DAY
SOLUTION CONCENTRATION (PPM)
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ft
0
H
0
It
0.
It
O.
It
0.
H
0,
It
0
ft
0.
It
0.
It
O.
ff
O.
#
O.
#
0.
O.
It
O.
= 1
.O469
= 2
.OOOO
= 3
.OOOO
= 4
.OOOO
= 5
OOOO
= 6
.OOOO
= 7
.OOOO
= 8
.0000
= 9
.0000
= 10
.OOOO
= 11
OOOO
= 12
OOOO
= 13
OOOO
= 14
OOOO
= 15
OOOO
0
O
O
0
O.
O.
O.
0.
O.
O.
O.
0.
0.
O.
0.
.0379
.2535
.3561
.4461
5332
, 61O9
.6115
4999
3425
. 248O
172O
O791
0490
O178
O053
O
O
O
0
O.
0.
O
0.
0.
O
O.
0.
0.
0.
O.
.O396
.2566
.3572
.4445
5295
6118
.6171
.5108
,3549
,2599
, 1834
,0921
0648
O278
O095
O.O63O O.O924 O.O192 O.OOOO O.OOOO O.OOOO O.OOOO
O.3077 O.3454 0.1939 O.O002 O.OOOO O.OOOO O.OOOO
0.4O53 0.4256 0.3128 O.OO03 O.OOOO O.OOOO 0.0000
O.4820 O.4737 0.3963 O.O004 O.OOOO O.OOOO O.OOOO
O.5502 0.5069 0.4696 0.0004 O.OOOO O.OOOO O.OOOO
O.5905 0.4903 0.5293 O.0006 O.OOOO O.OOOO O.OOOO
0.5748 0.4559 0.5263 0.0007 0.0000 O.OOOO O.OOOO
0.4452 O.3941 0.4849 0.0008 0.0000 O.OOOO 0.0000
0.2955 0.3173 0.4102 O.0009 O.OOOO 0.0000 O.OOOO
0.2148 O.2405 0.3166 O.O011 O.OOOO O.OOOO O.OOOO
O.1546 0.1727 0.2223 O.OO30 O.OOOO O.OOOO O.OOOO
0.0884 O.O908 0.0966 O.O100 O.O01O O.O001 O.OOOO
0.0666 O.O656 O.O658 O.O148 O.OO24 O.OOO4 O.OOOO
O.O295 O.0293 O.O303 0.0103 O.OO25 O.O005 O.O001
O.O105 O.O106 0.0112 O.OO47 O.OO14 O.OOO4 O.OOO1
ROW tt =16
-------
0. OOOO
ROW # =17
O.OOOO
ROW H = 18
O.OOOO
ROW H = 19
O.OOOO
O.O011 O.OO24 O.OO28 O.OO28 O.0030 O.OO15 0.OO05 O.0001 0.0000
0.0002 O.OO05 O.OOO6 O.0006 O.0007 O.O004 O.OO01 O.OOOO 0.0000
O.OOOO 0.0000 O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO 0.0000
O.OOOO O.OOOO O.OOOO O.OOOO .O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
INSTANTANEOUS ADSORPTION OF THE POLLUTANT IN PPM BASED ON SOLID PHASE
ro
cn
ROW H = 1
O.OO97 O.OO78 O.O082
ROW H = 2
O.OOOO 0.0225 O.O228
ROW H = 3
O.OOOO O.O105 O.O106
ROW # = 4
0.0000 0.0132 O.O132
ROW H = 5
O.OOOO O.O158 O.0157
ROW H = 6
O.OOOO O.O181
ROW H = 1
O.0000 0.O181
ROW H = 8
0.0000 0.0148 O.O151
ROW H = 9
O.OOOO O.01O1
ROW H =10
O.OOOO O.O073 O.O077
ROW #=11
O.OOOO O.O051 O.0054
ROW ff =12
O.OOOO 0.0023 O.O027
ROW H =13
O.OOOO 0.0015 O.O019
ROW H =14
O.OOOO 0.0005 O.OO08
ROW H =15 '
0.OOOO 0.OOO2 O.O003
ROW H =16
0.0130 0.0191 0.0017 O.OOOO O.OOOO O.OOOO O.OOOO
O.O273 O.0306 O.OO57 O.OOOO O.OOOO O.OOOO O.OOOO
O.O120 O.O126 0.0185 O.OOOO O.OOOO O.OOOO O.OOOO
O.O143 0.0140 O.O117 O.OOOO O.OOOO O.OOOO O.OOOO
O.O163 O.O15O O.O139 O.OOOO O.OOOO O.OOOO O.OOOO
O.O181 O.O175 0.0145 O.O157 0.0000 O.OOOO O.OOOO O.OOOO
0.0183 O.O17O 0.0135 O.O156 0.0000 0.0000 O.OOOO O.OOOO
0.0132 0.0117 0.0144 O.OOOO O.OOOO 0.0000 0.0000
O.O1O5 O.O087 O.OO94 0.0121 O.OOOO O.OOOO O.OOOO 0.0000
O.OO64 O.O071 O.O094 O.OOOO O.OOOO O.OOOO O.OOOO
O.OO46 O.OO51 O.OO66 O.OOO1 O.OOOO O.OOOO O.OOOO
O.OO26 O.O027 0.0086 0.0009 O.OO01 0.0000 O.OOOO
O.OO20 0.0019 0.0019 0.0004 O.OOO1 O.OOOO 0.0000
O.O009 0.0009 O.O009 O.O003 O.0001 O.OOOO O.OOOO
O.O003 0.0003 0.0003 O.O001 O.OOOO O.OOOO O.OOOO
-------
ro
a\
oo
o.oooo o.oooo o.ooo ^
ROW H = M
o.oooo
ROW # =\a
o.oooo
ROW H =19
0.OOOO
O.OOOO 0.OOOO
0.0001 0.0001 0.0001 O.OOOO O.OOOO 0.0000 O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
0.0000 O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO 0.0000
O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO
-------
DECREASE OF POLLUTANT IN THE SOLID PHASE BY DEGRAD
IN PPM
ROW H
0
ROW H
O.
ROW H
O.
ROW H
O.
ROW H
O.
ROW ft
O
ROW H
O
ROW H
INi 0
O1
ROW #
O.
ROW H
O.
ROW #
0.
ROW H
0.
ROW #
O.
ROW H
0.
ROW *
O.
= \
. 3O90
= 2
.OOOO
= 3
OOOO
= 4
.OOOO
= 5
.OOOO
= 6
.OOOO
= 7
.OOOO
= 8
.OOOO
= 9
.OOOO
= 10
OOOO
= 1 1
OOOO
= 12
OOOO
= 13
OOOO
= 14
OOOO
= 15
OOOO
O
0
O
O
0.
O
O
0.
O
0.
0.
0.
O.
0.
0.
.31 14
. 1541
.0579
.O495
.0444
.O349
.0304
.O254
.O194
0153
O13O
.OO74
.OO38
.001O
OOO2
0
0
O
O
0.
O
O.
0.
O
0.
O,
O
0,
0,
O.
.3113
. 1538
.0579
.O496
.O447
.O354
.O3O9
,O259
.O198
.O157
.O136
.0085
,OO49
,OO15
O004
0
0
O
O
O,
0
O.
O.
O.
O.
0.
O.
0.
O.
0.
.3062
. 1469
.O547
.O467
.0418
.0329
.0286
.O235
,0179
.O142
.O123
OO79
.OO47
.OO15
.0004
0.3510
0. 1397
O.O461
O.O379
0.0337
0.0264
O.O230
O.0197
O.O169
O.O146
O.O126
O.O079
O.OO46
0 . OO 1 5
O . O004
0.
0,
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0
0
.2068
.0607
O91O
.0421
0377
.0297
0259
O223
0191
.O164
.O140
.O212
.O05O
.OO16
.0005
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O.OO01
O . 0002
O.0020
O . 0009
O . OO05
O . OOO2
0.OOOO 0.OOOO 0.OOOO
0.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO
0.OOOO O.OOOO O.OOOO
0.OOOO O.OOOO 0.OOOO
0.OOOO O.OOOO 0.OOOO
0.OOOO 0.OOOO 0.OOOO
O.OOOO 0.OOOO O.OOOO
O.OOOO O.OOOO 0.OOOO
O.OOOO 0.OOOO O.OOOO
O.O002 0.OOOO O.OOOO
O.0001 0.OOOO O.OOOO
O.OOO1 0.OOOO O.OOOO
O.OOOO O.OOOO 0.OOOO
ROW H =16
-------
—i
o
O.OOOO O.OOOO O.0001 O.OOO1 O.0001 O.OO01 O.OOOO O.OOOO O.OOOO O.OOOO
ROW H = 17
0.OOOO
0.0000 O.OOOO 0.0000 0.0000 0.0000 O.OOOO O.OOOO 0.0000 O.OOOO
ROW H = 18
O.0000
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO
ROW # =19
o.oooo
O OOOO O.OOOO O.OOOO 0.OOOO 0.0000 O.OOOO 0.0000 0.OOOO O.OOOO
-------
DECREASE OF POLLUTANT BY DEGRADATION Of THE LIQUID PHASE
ro
ROW H = 1
O.4054
ROW H - 2
O.OOOO
ROW H = 3
O.0000
ROW # = 4
0.OOOO
ROW * = 5
O.0000
ROW H = 6
O.OOOO
ROW H = 7
O. OOOO
ROW H = 8
O.OOOO
ROW H = 9
0.OOOO
ROW ft =10
O.OOOO
ROW 0=11
0.OOOO
ROW # =12
0.OOOO
ROW H = 13
O.OOOO
ROW tt =14
O.OOOO
ROW H =15
O.OOOO
O.41O2 O.41O6 0.4O40 0.6805 0.9361 O.OOOO 0.OOOO 0.0000 O.OOOO
O.4865 O.4865 0.4652 0.6499 0.8466 O.OO03 0.0000 O.OOOO O.OOOO
O.5566 O.5577 O.5279 0.5543 0.5492 O.OO03
0.3483 0.35O3 O.3302 O.2735 0.3O44 0.OO02
0.3197 O.3227 O.3O28 O.2446 0.2739 O.OO02
O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO
O.OOOO 0.OOOO 0.OOOO
O.2654 O.27O1 O.2521 0.2O3O O.2286 O.OOO2 0.0000 O.OOOO O.OOOO
0.2411 O.2463 O.2286 O.1828 0.2062 O.O003 O.OOOO O.OOOO O.OOOO
O.4O74 O.4169 O.3802 O.1634 0.1854 O.0003 O.OOOO 0.0000 0.0000
O.3171 O.3245 0.2927 O.1473 0.1672 O.O004 O.OOOO O.OOOO O.OOOO
0.1383 O.1434 0.13O5 O.1352 0.1525 O.OO06 O.OOOO O.OOOO O.OOOO
0.1269 O.1346 0.1234 0.1268 0.1420 O.OO25 O.OOOO O.OOOO 0.0000
O.0991 O.1134 O.1049 O.1O52 0.0946 0.0087 O.OOO7 O.OO01 O.OOOO
O.O513 O.0654 0.0623 0.0619 0.0673 0.0121 O.OO16 O.0002 0.0000
O.O132 O.O197 O.O197 O.O196 O.O214 O.O061 O.OO13 O.OO02 O.OOOO
0.0031 O.O053 O.O056 O.OO56 O.O061 O.OO23 O.OO06 O.OOO1 O.OOOO
ROW * =16
-------
PO
^J
ro
O.OQOO O.0006 O.OO11 O.OO12 O.OO12 O.OO13 O.OOO6 0.OOO2 O.0000 0.OOOO
ROW H = 17
0.OOOO
ROW H =18
0.OOOO
ROW H =19
O.OOOO
O.0001 O.0002 0.0002 0.0002 0.OOO2 O.O001 0.0000 O.OOOO O.OOOO
0.0000 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
TOTAL VOLUMETRIC CONCENTRATION OF THE POLLUTANT IN UG/CC OF SOIL
ro
-^l
CO
ROW H = 1
O.O278 O.0225 O.0235
ROW H = 2
O.OOOO
ROW # = 3
O.OOOO
ROW H = 4
O.OOOO
ROW H = 5
O.OOOO
ROW H = 7
0.OOOO
ROW H = 9
O.OOOO
O.1O58 O.1072
O.1176 O.1182
O.1135 O.1133
O. 1382 O. 1376
ROW H - 6
O.OOOO 0.1656 0.1664
O.0374 O.O667 O.O103 O.OOOO O.OOOO O.OOOO O.OOOO
0.1287 O. 190O O.O89O O.OOO1 O.OOOO O.OOOO O.OOOO
O.1343 0.1711 0.1402 O.OOO1 O.OOOO O.OOOO O.OOOO
O.1231 O.1229 0. 1O3O O.OOO1 O.OOOO O.OOOO O.OOOO
O.1432 0.1322 0.1226 O.OOO1 O.OOOO O.OOOO O.OOOO
O.1611 0.134O 0.1449 0.0002 0.0000 0.0000 0.0000
O.1717 O.1739 0.1625 0.1283 0.1484 O.O002 O.OOOO 0.0000 O.OOOO
ROW H = 8
O.OOOO 0.2603 O.267O
0.2334 0.1148 0.1416 O.O002 O.OOOO O.OOOO O.OOOO
O.1818 O.1884 0.1569 O.O964 0.1249 O.OOO3
ROW H =10
O.OOOO 0.0779 O.0822
ROW H =11
O.OOOO 0.0577 O.0622
ROW H =12
O.OOOO 0.0349 O.0406
ROW H =13
O.OOOO 0.0216 O.0286
ROW * =14
O.OOOO O.OO79 O.0122
ROW H =15 i
O.OOOO O.O023 O.0042
0.0683 0.0770 0.1018 O.O003
O.O529 O.O594 O.O769 O.OO11
O.0390 O.O400 0.0515 0.0053
0.OOOO O.OOOO O.OOOO
0.OOOO 0.OOOO 0.OOOO
O.OOOO O.OOOO O.OOOO
O.OOO6 O.OOO1 O.OOOO
O.0294 O.O289 O.O290 O.O065 O.OO11 O.OOO2 O.OOOO
O.O130 0.0129 O.O134 O.O046 O.0011
O.O046 0.0047 O.OO49 0.0021 0.OOO6
O.OO02 O.OOOO
O.0002 O.OOOO
ROW H =16
-------
O.OOOO O.O005 O.O01O 0.0012 O.OO13 O.O013 O.O007 O.OOO2 O.OOO1 O.OOOO
ROW ft =17
O.OOOO O.OOO1 0.0002 O.0003 0.0003 0.0003 O.O002 O.OOO1 O.OOOO O.OOOO
ROW H =18
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000
ROW H =19
0.OOOO O.OOOO 0.OOOO 0.OOOO 0.OOOO .O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
TIME = 0.10250OE+O4 DAY
SOLUTION CONCENTRATION (PPM)
ro
~J
CJ1
ROW #
0.
ROW H
0
ROW #
0.
ROW U
O.
ROW H
O
ROW H
0
ROW *
ROW H
0
ROW H
O
ROW H
0
ROW H
0.
ROW H
O.
ROW H
0.
ROW H
0.
ROW #
0.
- 4
O228
= 2
OOOO
= 3
OOOO
= 4
OOOO
= 5
.OOOO
= 6
.0000
1 = 7
I.OOOO
= 8
.0000
= 9
.OOOO
= 10
OOOO
= 11
OOOO
= 12
OOOO
= 13
OOOO
= 14
OOOO
= 15
OOOO
0.0177 O.O187 O.O326 O.O521 O.O08O O.OOOO O.OOOO O.OOOO O.OOOO
0.1544 O.1568 0.1996 0.2433 0.1151 0.0001 O.OOOO 0.0000 0.0000
0 2241 0.2254 0.2718 0.3120 0.1962 O.O002 O.OOOO O.OOOO O.OOOO
0.2901 O.2893 O.3333 0.3584 0.2585 O.O003 O.OOOO 0.0000 0.0000
O.3618 O.3586 0.3954 0.3979 0.3205 O.O003 O.OOOO O.OOOO O.OOOO
0.4772 O.4745 0.4810 0.4293 0.4166 O.O006 O.OOOO 0.0000 O.OOOO
0.5162 O.5162 O.5O45 0.427O 0.4481 O.0007 O.OOOO O.OOOO O.OOOO
0.4879 O.4942 0.4506 0.4O04 0.4529 0.0008 O.OOOO 0:0000 0.0000
0.3858 0.3965 O.3409 0.3517 0.425O O.OO11 O.OOOO O.OOOO 0.0000
0.3071 0.3196 O.2679 0.2896 0.3664 0.0014 0.0000 0.0000 0.0000
0.2279 O.2425 O.2019 0.2217 0.2863 O.OO42 0.0000 0.0000 O.OOOO
0.0943 O.1O89 O.0991 0.1O46 0.1183 O.O1O4 O.OO1O O.OOO1 O.OOOO
O.O488 O.O643 O.0648 O.O651 0.0673 O.0143 O.OO24 0.0004 O.OOO1
0.0172 O.O271 0.0290 0.0290 O.O298 O.0104 0.0026 0.0005 O.OOO1
O.0053 O.O096 O.0108 0.0109 0.0114 O.O050 0.0015 O.O004 O.O001
ROW H =16
-------
ro
--j
cn
o.oooo
ROW ff = 17
o.oooo
ROW # = 18
0.OOOO
ROW H =19
O.OOOO
O.OO12 O.0025 O.OO29 O.003O O.OO31 O.OO16 O.OOO6 O.0002 O.OOOO
O.O002 O.OOO6 O.OO07 O.OOO7 O.OO07 O.OOO4 O.OO02 O.OOOO O.OOOO
0.0000 0.0000 0.0000 O.OOOO O.OOOO O.OOOO 0.0000 0.0000 O.OOOO
O OOOO O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
INSTANTANEOUS ADSORPTION OF THE POLLUTANT IN PPM BASED ON SOLID PHASE
ROW H = 1
O.0047
ROW H = 2
O.OOOO
ROW H = 3
O.OOOO
ROW H = 4
O.OOOO
ROW * = 5
O.OOOO
ROW H = 6
O.OOOO
ROW # = 7
0.OOOO
ROW // = 8
O.OOOO
ROW H = 9
O.OOOO
ROW H =10
O.OOOO
ROW H =11
O.OOOO
ROW H =12
O.OOOO
ROW ff =13
O.OOOO
ROW * =14
0.OOOO
ROW * =15
0.OOOO
ROW * =16
O.O037 O.O039 O.O067 0.0108 O.O007 O.OOOO O.OOOO O.OOOO O.OOOO
O.O137 O.O139 O.0177 O.O216 O.O034 O.OOOO O.OOOO O.OOOO O.OOOO
O.OO66 O.OO67 O.OO80 O.OO92 O.O116 O.OOOO O.OOOO O.OOOO O.OOOO
0.0086 0.0086 O.OO99 O.O106 O.O077 O.OOOO O.OOOO O.OOOO O.OOOO
O.0107 0.0106 0.0117 O.O118 O.OO95 O.OOOO O.OOOO O.OOOO O.OOOO
0.0141 O.O14O O.O142 O.O127 0.0123 O.OOOO O.OOOO O.OOOO O.OOOO
O.O153 O.O153 O.O149 O.O126 0.0133 0.0000 O.OOOO O.OOOO O.OOOO
0.0144 O.0146 O.0133 0.0119 0.0134 O.OOOO O.OOOO O.OOOO O.OOOO
0.0114 O.0117 O.O1O1 O.O104 0.0126 O.OOOO O.OOOO 0.0000 O.OOOO
0.0091 O.0095 O.OO79 0.0086 O.O108 O.OOOO 0.0000 O.OOOO O.OOOO
0.0067 O.OO72 O.O060 0.0066 O.OO85 O.OOO1 O.OOOO O.OOOO O.OOOO
O.OO28 O.OO32 O.OO29 O.0031 0.0105 O.OOO9 O.OOO1 O.OOOO O.OOOO
O.O014 O.O019 O.OO19 0.0019 O.O02O O.OOO4 O.OOO1 O.OOOO O.OOOO
O.0005 O.0008 O.O009 O.0009 O.OOO9 O.OO03 O.OOO1 O.OOOO O.OOOO
O.OO02 O.O003 O.O003 O.OO03 O.OOO3 O.OOO1 O.OOOO O.OOOO O.OOOO
-------
IN3
~O
CO
0.OOOO
ROW H = 17
O.OOOO
ROW H - 18
0.OOOO
ROW H =19
O.OOOO
O.OOOO O.OOO1 O.OOO1 O.OO01 O.OOO1 O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO 0.0000 O.OOOO 0.0000
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO .O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
DECREASE OF POLLUTANT IN THE SOLID PHASE BY DEGRAD
IN PPM
t\)
ROW # = t
O.3095
ROW H = 2
O.OOOO
ROW H = 3
0.OOOO
ROW H = 4
O.OOOO
ROW H = 5
0.OOOO
ROW H = 6
O.OOOO
ROW H = 7
0.OOOO
ROW H = 8
0.OOOO
ROW H = 9
0.OOOO
ROW H =1O
O.OOOO
ROW 0=11
O.OOOO
ROW # =12
0.OOOO
ROW It =13
O.OOOO
ROW H =14
O.OOOO
ROW H =15
O.OOOO
0.3117 O.3117- 0.3068 0.3522 0.2069 O.OOOO O.OOOO O.OOOO O.OOOO
0.1559 0.1557 0.1492 0.1427 0.0613 O.OOOO O.OOOO 0.0000 O.OOOO
O.059O 0.0591 0.0560 O.O475 • .0.0928 O.OOOO O.OOOO O.OOOO O.OOOO
O.O5O8 O.05O9 O.0482 O.O394 0.0433 O.OOOO O.OOOO O.OOOO O.OOOO
O.O46O O.0463 O.O435 O.O354 0.0391 O.OOOO O.OOOO O.OOOO O.OOOO
0.0369 O.0374 O.0349 O.O281 0.0315 O.OOOO O.OOOO O.OOOO O.OOOO
O.0325 O.0330 O.O306 O.O246 0.0277 O.OOOO O.OOOO 0.0000 O.OOOO
0.0274 0.0280 O.O254 0.0212 0.0241 O.OOOO O.OOOO O.OOOO O.OOOO
O.O209 O.0214 O.0192 0.0182 0.0207 O.OOO1 O.OOOO 0.0000 O.OOOO
O.O163 O.O168 O.O151 O.O156 0.0177 O.OO01 O.OOOO O.OOOO O.OOOO
O.0137 O.0144 O.O13O O.O134 0.015O O.OOO3 O.OOOO O.OOOO O.OOOO
O.O078 O.OO89 O.OO82 O.O083 O.O223 O.O021 O.OOO2 O.OOOO O.OOOO
0.0040 0.0052 O.0049 O.O049 O.O053 0.0010 0.0001 O.OOOO 0.0000
O.OO11 O.OO16 O.OO16 O.0016
t
0.0003 O.OOO4 O.0005 O.OOO5
0.0017 O.OOO5 O.OOO1 O.OOOO O.OOOO
O.OOO5 O.OOO2 O.OOO1 O.OOOO O.OOOO
ROW H =16
-------
ro
CO
O.OOOO 0.0000 O.OOO1 0.0001 0.0001 O.OOO1 O.OOOO O.OOOO O.OOOO 0.0000
ROW H =17
o. oooo
ROW H =18
O.OOOO
ROW H =19
0.OOOO
O.OOOO O.OOOO O.OOOO 0.0000 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO 0.0000 0.0000 O.OOOO 0.0000
O.OOOO O.OOOO O.OOOO 0.0000 .0.0000 O.OOOO 0.0000 0.0000 O.OOOO
-------
DECREASE OF POLLUTANT BY DEGRADATION OF THE LIQUID PHASE
ro
00
ROW H = 1
0.4061
ROW H = 2
O.OOOO
ROW H = 3
0.OOOO
ROW H = 4
O.OOOO
ROW H = 5
O.OOOO
ROW H = 6
0.OOOO
ROW H = 7
O.OOOO
ROW H' = 8
0.OOOO
ROW /C = 9
0.OOOO
ROW H =10
O.OOOO
ROW #=11
O.OOOO
ROW H =12
O.OOOO
ROW H =13
0.OOOO
ROW H =14
O.OOOO
ROW H =15
0. OOOO
ROW H =16
0.4107 O.4112 0.4O49 0.6828 0.9367 0.0000 0.OOOO O.OOOO 0.0000
O.4922 0.4923 O.4724 0.6636 0.8551 O.OOO3 O.OOOO O.OOOO O.OOOO
0 5673 O.5685 0.5404 0.5719 .0.56O1 0.OO03 O.OOOO O.OOOO O.OOOO
O.3578 O.3597 0.3408 0.2845 O.3131 O.O002 O.OOOO O.OOOO O.OOOO
0.3315 O.3345 O.3154 0.2567 0.2845 0.OO02 O.OOOO O.OOOO O.OOOO
O.28O9 O.2857 O.2675 O.2163 0.2422 O.OO02 O.OOOO O.OOOO 0.0000
O.2580 O.2634 O.2449 0.1961 0.2210 0.0003 0.0000 O.OOOO O.OOOO
0.4402 0.4504 0.4102 0.1760 0.20O4 0.0003 O.OOOO 0.0000 0.0000
0.3418 0.35OO O.3143 0.1585 0.1813 0.0004 0.0000 0.0000 O.OOOO
O.1480 O.1537 O.1391 0.1448 0.1649 O.OO07 O.OOOO O.OOOO O.OOOO
O.1345 0.1428 O. 13O3 0.1346 0.1521 O.OO26 O.OOOO O.OOOO O.OOOO
0.1O38 O.1188 O.1O99 0.1104 O.O993 O.OO91 O.O007 0.0001 O.OOOO
0.0539 O.O688 0.0658 O.O654 O.O7O9 O.O128 0.0018 O.OOO2 0.0000
O.O141 O.O211 O.0212 O.O212 O.O23O O.O067 O.OO14 O.O003 O.OOOO
0.0034 O.OO58 0.0062 O.O062 O.O067 O.OO25 O.OO07 O.OOO1 O.OOOO
-------
ro
co
ro
O.OOOO O.0006 O.O012 O.O014 0.0014 O.0015 O.0007 O.O002 0.0001 0.OOOO
ROW H = 17
O. OOOO
O.OOO1
O.OOO2 O.0003 0.0003 O.OOO3 O.O001 0.0000 O.OOOO O.OOOO
ROW ft =18
O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.COOO
ROW ft =19
O.OOOO
O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
TOTAL VOLUMETRIC CONCENTRATION OF THE POLLUTANT IN
rv>
oo
CO
ROW H = 1
0.0135 O.O105 0.0111
ROW H = 2
0.0000 0.0645 0.0655
ROW H = 3
O. OOOO
ROW # = 8
O.OOOO 0.2541
ROW It =12
0.OOOO
O.0194 0.0376
O.0835 0.1338
O.0740 O.O746 O.0900 0.1254
ROW # = 4
O.OOOO O.O738 O.O737
ROW H = 5
O.OOOO O.0938 O.O932
ROW If = 6
O.OOOO 0.1294 0.1291
ROW H = 7
O.OOOO 0.145O 0.1455
O.0851 0.0930
O.1O29 0.1O38
O.1312 0.1174
O.1426 0.1202
0.2583 O.2363 O.1166
ROW tt = 9
O.OOOO 0.2O48 0.2105
ROW H =10
0.0000 0.0965 0.1011
ROW #=11
0.0000 O.O765 0.0822
O.1810 0.1O68
O.O852 0.0927
O.0690 0.0763
0.0416 0.048O O.0437 0.0461
ROW H =13
O.OOOO O.O215 0.0283
ROW ft =14
0.0000 O.OO76 O.0119
ROW H =15
O.OOOO O.OO23 O.OO42
O.O286 O.0287
O.O128 O.0128
O.OO47 O.OO48
UG/CC OF SOIL
O.O043
0.0528
0.0879
0.0672
0.0837
0. 1141
0. 1264
0. 1322
0. 1295
0. 1 178
0 . O99 1
0.0630
0.0297
0.0131
0.0050
0 . 0000
0.0001
0.0001
O.O001
0.0001
0.0002
O . 0002
0 . OOO2
O . O003
0 . 0004
0.0015
0 . 0055
0.0063
O.OO46
O.OO22
0 . OOOO
0 . 0000
0 . 0000
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0.0000
0 . OOOO
0 . OOOO
0.0000
O . O005
O.001 1
O.0011
O . OOO7
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0.0001
O . O002
0 . O002
O . 0002
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
0 . OOOO
ROW It =16
-------
O.OOOO O.0005 0.0011 0.OO13 O.OO13 O.OO14 0.OOO7 0.0003 0.0001 O.0000
ROW tt = 17
0.0000
ROW tt = 18
0.0000
ROW # =19
O.OOOO
0.0001
O.OOO2 O.OO03 O.O003 0.0003 0 . O002 O.O001 O.OOOO O.OOOO
O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO 0.0000 O.OOOO O.OOOO
CO
-------
TIME = O.1O5833E+04 DAY
SOLUTION CONCENTRATION (PPM)
ro
oo
en
ROW H
O.
ROW H
O.
ROW H
O.
ROW H
O.
ROW #
ROW H
0.
ROW #
O.
ROW
ROW H
0.
ROW H
0.
= 1
0)11
= 2
OOOO
= 3
OOOO
= 4
OOOO
= 5
.0000
= 6
OOOO
= 7
OOOO
= 8
.OOOO
= 9
OOOO
= 10
OOOO
ROW H
O.
ROW H
O.
ROW ft
O.
ROW H
0.
= 12
OOOO
= 13
OOOO
= 14
OOOO
= 15
OOOO
O.O083 O.0088 O.0169 O.0293 0.0033 O.OOOO O.OOOO O.OOOO O.OOOO
0.0926 O.0944 O.1275 0.1688 0.0676 O.OOO1 0.0000 O.OOOO 0.0000
O.1377 0.1388 O.1778 0.2229 O.1199 O.OOO2 O.OOOO O.OOOO 0.0000
O.1825 0.1822 O.2229 O.2620 0.1624 0.0002 O.OOOO O.OOOO O.OOOO
O.2344 0.2322 O.2718 O.2987 0.2079 0.0003 O.OOOO O.OOOO O.OOOO
0.3468 0.3428 O.3657 0.3518 0.3O41 O.OO05 0.0000 O.OOOO O.OOOO
0.3984 0.3953 O.4063 0.3687 0.3478 O.OO06 O.OOOO O.OOOO O.OOOO
O.4268 O.4288 O.41O9 0.3694 0.3788 O.0008 0.0000 O.OOOO O.OOOO
O.3853 O.3928 O.3522 0.3498 0.3877 O.O011 0.0000 0.0000 O.OOOO
O.3366 0.3472 O.3008 0.3119 0.3685 O.0015 O.OOOO 0.0000 0.0000
ROW #=11
O.OOOO 0.2718 O.2873 O.2435 0.2585 0.3199 O.0052 0.0001 O.OOOO O.OOOO
O.1159 O.1329 O.1174 0.1242 0.1441 O.0116 O.0010 O.0001 O.OOOO
O.0529 0.0687 O.O671 0.0686 0.0739 O.O143 O.0023 O.OOO4 O.OOO1
O.O169 O.O267 O.O286 0.0288 0.0297 O.O1O4 O.O026 O.OO06 O.OOO1
O.0053 O.O097 O.O109 0.0111 0.0116 O.OO51 O.O016 O.OO04 O.OOO1
ROW H = 16
-------
PO
CO
en
0.0000
ROW H = 17
0.0000
ROW H = 18
0.0000
ROW H =19
0.OOOO
0.0012 O.OO26 O.0031 O.OO32 0.0033 O.O017 O.O006 O.0002 0.0000
O.OO02
O.O006 O.0007 O.OOO8 0.OOO8 O.OOO4 0.0002 O.OOO1 0.0000
O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO
O.OOOO 0.0000 O.OOOO 0.0000 0.0000 O.OOOO O.OOOO O.OOOO 0.0000
-------
INSTANTANEOUS ADSORPTION OF THE POLLUTANT IN PPM BASED ON SOLID PHASE
ro
00
ROW H = 1
O.OO23 0.0017 O.OO18
ROW H = 2
O.OOOO O.0082 O.OO84
ROW H - 3
0.0000 O.0041
O.OO4.1
ROW H = 4
O.OOOO O.O054 O.0054
ROW ff = 5
O.OOOO O.O069 O.O069
ROW H - 6
O.OOOO O.O103 O.0101
ROW tt = 7
O.OOOO O.O118 O.O117
ROW H = 8
O.OOOO O.O126 O.O127
ROW # = 9
O.OOOO O.O114 0.0116
ROW H =10
O.OOOO O.0100 O.O1O3
ROW H =11
O.OOOO O.O08O O.O085
ROW H =12
O.OOOO 0.0034 0.0039
ROW H =13
O.OOOO O.O016 O.002O
ROW H =14
O.OOOO O.O005 O.OOO8
ROW H =15
0.OOOO O.OO02 O.OO03
O.OO35 0.0061 O.OO03 O.OOOO O.OOOO
O.O113 O.O150 O.OO2O O.OOOO 0.0000
O.0053
O.OO66
0.0080
0.OOOO 0.OOOO
O.OOOO O.OOOO
O.O066 O.OO71 O.OOOO O.OOOO O.OOOO O.OOOO
O.OO78 O.O048 O.OOOO O.OOOO
0.0088 0.0062 0.0000 O.OOOO
O.OOOO O.OOOO
O.OOOO O.OOOO
O.O108 O.O104 0.0090 0.0000 O.OOOO O.OOOO O.OOOO
O.0120 O.O109 O.O1O3 O.OOOO O.OOOO O.OOOO O.OOOO
O.O122 O.O109 O.O112 O.OOOO O.OOOO
O.O1O4 O.O104 O.O115 O.OOOO O.OOOO
O.OOOO O.OOOO
O.OOOO 0.OOOO
O.OO89 0.0092 0.01O9 O.OOOO O.OOOO O.OOOO 0.0000
O.OO72 O.OO77 0.0095 O.OOO2 O.OOOO O.OOOO 0.0000
O.0035 0.0037 0.0128 0.0010 0.0001 O.OOOO O.OOOO
O.OO20 O.OO2O O.O022 O.OOO4 O.OOO1
O.OO08 O.O009 0.0009 O.OOO3 O.OOO1
O.OOO3 O.OO03 O.O003 O.0002 O.OOOO
0.OOOO O.OOOO
0.OOOO 0.OOOO
O.OOOO 0.OOOO
ROW H =16
-------
rsi
oo
oo
O.OOOO O.OOOO 0.0001 O.OO01 0.0001 O.OO01 O.OOOO O.OOOO O.OOOO O.OOOO
ROW H =17
0.0000
ROW H =18
0.OOOO
ROW H =19
O.OOOO
O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000
O.OOOO 0.0000 O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO 0.0000
-------
DECREASE OF POLLUTANT IN THE SOLID PHASE BY DEGRAD
no
00
(JO
ROW H = 1
O.3O97
ROW H = 2
O.0000
ROW H = 3
O.0000
ROW H = 4
O.OOOO
ROW H = 5
O.OOOO
ROW # = 6
0.OOOO
ROW H = 7
O.OOOO
ROW H = 8
0.OOOO
ROW H = 9
0.OOOO
ROW * =10
O.OOOO
ROW #=11
0.OOOO
ROW ff =12
O.OOOO
ROW H =13
O. OOOO
ROW H =14
O. OOOO
ROW H =15
O.OOOO
O.3119 O.3119 O.3O72 0.3529
O.1570 O.1568 0.1506 0.1447
0.0597 0.0598 O.O569 O.O486
O.O517 O.0518 O.O492 0.O406
O.O471 O.O474 O.O448 O.0367
0.0384 O.0389 O.O365 0.0296
O.0342 0.0348 O.O323 O.O261
O.0293 O.O299 O.0272 O.0227
0.0225 O.0230 O.0206 0.0196
O.O176 O.0181 O.0162 O.0168
O.0147 0.0154 O.0139 O.0143
0.0082 O.OO94 O.OO87 O.OO87
O.0042 O.O054 O.OO52 O.OO52
0.0011 0.0017 O.O017 O.OO17
O.OOO3 O.OO05 O.OO05 O.OO05
IN PPM
0.2O70
0.0617
.0.0939
0.0441
0.04O1
O.O328
O.O292
0.0257
0.0223
O.O191
0.0162
0.0236
0 . OO56
0.0018
O.OO05
O . OOOO
0 . OOOO
O.OOOO
O . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0.0001
O.O001
0 . OO03
O.OO22
O.O010
O . O005
O . 0002
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
O . OOOO
0 . OOO2
O.OOO1
O.O001
O.OOO1
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O.OOOO
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
O . OOOO
0 . OOOO
O.OOOO
O . OOOO
O . OOOO
0 . OOOO
ROW H =16
-------
ro
^r>
o
O.0000 O.0001
ROW # = 17
O. OOOO
ROW tt = 18
0.OOOO
ROW # =19
O.OOOO
O.OOO1
O.O001 O.OOO1 O.O001 O.OOO1 O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 0.0000 O.OOOO O.OOOO O.OOOO
O.OOOO 0.0000 0.0000 O.OOOO 0.0000 0.0000 0.0000 0.0000 0.0000
O.OOOO 0.0000 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
DECREASE OF POLLUTANT BY DEGRADATION OF THE LIQUID PHASE
ROW H = 1
0.4064
ROW tt = 2
0.0000
ROW H = 3
O.OOOO
ROW H = 4
0.0000
ROW H = 5
O.OOOO
ROW H = 6
0.OOOO
ROW H = 7
0.OOOO
ROW 0 = 8
O.OOOO
ROW H = 9
O.OOOO
ROW * =10
O.OOOO
ROW #=11
O.OOOO
ROW H =12
0.OOOO
ROW H =13
0.OOOO
ROW H =14
O.OOOO
ROW H =15
0.OOOO
0.4109 0.4114 O.4053 0.6842 0.9369
0.4956 O.4958 O.4770 0.6732 0.8602
0.5739 O.5751 O.5487 O.5846 O.5668
O.3638 0.3658 O.348O 0.2928 0.3187
O.3394 0.3423 O.3243 O.2661 O.2915
O.2926 0.2973 O.2796 0.2275 0.2526
0.2717 O.2771 0.2587 O.2081 0.2329
O.4705 0.4811 O.4390 0.1882 0.2136
O.368O 0.3768 0.3378 O.1703 0.1950
0.1594 O.1655 O.1493 O.1556 0.1782
O.1441 O.1531 O.1391 O.1441 0.1643
0.1094 0.1253 O.1157 O.1165 0.1052
O.O566 O.0724 0.0693 O.O690 0.0747
O.O150 O.O226 O.0228 O.O228 0.0246
O.O037 O.O064 O.OO68 O.O068 O.O073
0 . OOOO
0 . 0003
O . OOO3
O . OOO2
O . OOO2
0 . OOO3
0 . O003
O . 0004
0 . O005
0 . OO07
O.OO28
O.OO96
0.0136
0.0073
O.OO28
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOO8
0.0019
0.0015
O . OO08
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0.0001
0 . 0002
0 . OOO3
O . OO02
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
ROW H =16
-------
ro
<£>
ro
O.OOOO O.OO07 0.0014 0.0015 O.OO15 O.OO16 0.0007 0.0002 O.0001 0.0000
ROW H =17
O.OOOO
ROW H =18
0. OOOO
ROW H =19
O.OOOO
O.OOO1
0.0003 O.O003 0.0003 O.0003 O.OO02 O.OO01 O.OOOO 0.0000
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO .0.0000 O.OOOO O.OOOO O.OOOO O.OOOO
-------
10
oo
TOTAL VOLUMETRIC CONCENTRATION OF
ROW H = 1
O.OO66 O.O049 0.0052
ROW H = 2
O.OOOO O.O387 0.0394
ROW H = 3
O.OOOO O.O455 O.O459
ROW ft = 4
O.OOOO O.O464 O.O464
ROW # = 5
0.OOOO 0.0608 O.06O3
ROW H - 6
O.OOOO 0.0940 O.O933
ROW H = 7
0.OOOO 0.1119 O.1114
ROW H = 8
O.OOOO 0.2222 O.2242
ROW ft = 9
O.OOOO O.2046 0.2085
ROW H =10
O.OOOO 0.1058 O.1099
ROW # =11
O.OOOO O.O912 O.O974
ROW H =12
O.OOOO O.O511
O.0586
ROW H =13
O.OOOO O.O233 O.0303
ROW H =1<1
O.OOOO O.0075 O.0118
ROW H =15
O.OOOO O.0023 0.0043
THE POLLUTANT IN
O.O100
O.O533
O.O589
O.O569
O.0708
O.0997
O. 1 149
O.2154
O. 1870
O.O957
O.O833
O . O5 1 8
O.O296
O.O126
O.0048
0.0212
0.0928
O.O896
O.0680
O.O779
O.O962
O. 1O37
0. 107S
0. 1062
O.O999
O.089O
0.0547
O.O303
0.0127
O.OO49
UG/CC OF SOIL
O.O018
O.O310
0.0537
0.0422
O.O543
0.0833
O.O981
0. 1 106
0.1181
0. 1 185
0. 1 1O7
0.0767
O.O326
O.O131
0 . 005 1
O . OOOO
O.OOOO
O.O001
O . OOO 1
0.0001
0 . 000 1
O . OOO2
0 . 0002
O . 0003
O . OOO5
O . OO 1 8
0.0062
0.0063
O.OO46
O.OO23
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
O . O005
O.OO10
O.OO12
0 . 0007
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
O . OOOO
O.O001
O . OOO2
O . OOO3
O . OOO2
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
ROW H =16
-------
ro
to
0.0000
ROW H = 17
O.OOOO
ROW H = 18
O.0000
ROW H =19
0.OOOO
O.0005 0.0011 0.0014 0.0014 0.0014 O.0007 O.O003 0.0001 0.0000
O.OOO1 O.OOO3 O.OOO3 0.0003 O.O003 0.OOO2 O.0001 O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
TIME
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
10
en
ROW
ROW
ROW
ROW
ROW
ROW
ROW
H
O
H
O
H
0.
H
O.
H
O
H
O
H
0
H
O
H
O
H
O
H
0.
H
0.
H
0.
H
O.
H
0.
O.
= 1
.O054
= 2
.OOOO
= 3
OOOO
= 4
OOOO
= 5
.0000
= 6
.OOOO
= 7
.OOOO
= 8
.OOOO
= 9
.0000
= 10
.OOOO
= 1 1
OOOO
= 12
OOOO
= 13
OOOO
= 14
OOOO
= 15
OOOO
109167E+O4
0
0
0
0
0
0
O
0
0
0
0
0
0
0.
0.
.OO39
.O55O
.0832
.1121
. 1471
.2391
.2877
.3430
.3487
.3312
. 2902
. 1371
.0603
.O171
\
O053
DAY
0
0,
O
O
O
0
O
0
O
O
0
0
O
O.
O.
.OO41
.O562
.0841
. 1121
. 1458
.2352
.2836
.3421
.3526
.3385
.3042
. 1564
.O773
. O269
.OO97
SOLUTION CONCENTRATION (PPM)
O.OO87 O.0165 O.O014 O.OOOO 0.OOOO O.OOOO O.OOOO
O.0804 0.1156 O.O394 0.0001 O.OOOO 0.0000 0.0000
O.1143 0.1563 .0.0719 0.0001 O.OOOO O.OOOO O.OOOO
O.1456 0.1868 0.0994 O.0001 O.OOOO O.OOOO O.OOOO
0.1811 0.2173 0.1302 O.0002 O.OOOO O.OOOO O.OOOO
0.2642 O.2743 0.2O99 O.0004 O.OOOO O.OOOO O.OOOO
O.3069 0.2994 0.2519 0.0005 O.OOOO O.OOOO O.OOOO
O.3453 0.3163 0.2912 0.0007 O.OOOO O.OOOO 0.0000
0.3314 0.3188 0.3202 0.0010 0.0000 O.OOOO 0.0000
O.3057 0.3047 0.3307 O.0015 O.OOOO 0.0000 O.OOOO
O.2666 O.2727 0.3155 0.0056 0.0001 O.OOOO 0.0000
O.1378 0.1435 0.1657 0.0132 0.0011 O.0001 0.0000
O.O734 O.O755 O.O838 O.O149 O.OO23 O.OO04 O.OOO1
O.O287 O.O291 O.O304 0.01O4 O.OO27 0.0006 O.O001
O.O111 0.0113 0.0117 O.0053 O.0017 O.0004 O.OOO1
ROW H =16
-------
ro
vo
en
O.OOOO O.0012 O.O027 O.OO32 0.0033 O.0034 O.OO18 0.0007 O.0002 0.0000
ROW H =17
O.OOOO
ROW H = 18
0.0000
ROW # =19
O.0000
O.OOO3 O.0006 O.OO08 0.0008 O.0008 0.OOO5 O.OOO2 O.0001 O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
INSTANTANEOUS ADSORPTION OF THE POLLUTANT IN PPM BASED ON SOLID PHASE
ro
10
-vl
ROW H = 1
O.OO11 O.0008 O.OO09
ROW H = 2
0.0000 0.0049 O.005O
ROW H = 3
O.OOOO O.0025 0.0025
ROW # = 4
O.OOOO O.O033 O.OO33
ROW It = 5
O.OOOO O.O044 O.OO43
O.OO18 O.OO34 O.OOO1 O.OOOO O.OOOO O.OOOO 0.0000
ROW H = 6
0.OOOO 0.0071
ROW H =12
O.OOOO O.O041
O.007O
ROW ff = 7
O.OOOO 0.0085 O.0084
ROW H = 8
O.OOOO 0.0102 O.01O1
ROW H = 9
O.OOOO O.0103 O.01O4
ROW H =1O
O.OOOO 0.0098 O.O100
ROW H =11
0.0000 O.O086 O.009O
O.OO46
ROW H =13
O.OOOO O.OO18 O.0023
ROW H =14
O.OOOO O.OOO5 O.OOO8
ROW H =15
O.OOOO O.OO02 0.OOO3
O . 007 1
O.0034
O.0043
O.OO54
O.0078
O . O09 1
O.0102
O.0098
0 . 0090
O.0079
O . OO4 1
O.OO22
0.0103
O.OO4G
O.O055
0 . 0064
O.OO81
O.O089
O.O094
O.O094
0 . 0090
0 . 008 1
0.0042
O.O022
0.0012
0.0042
O.O029
0.0039
0.0062
O.OO75
0.0086
0.0095
0 . 0098
0.0093
0.0147
0.0025
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
0.0002
O.O012
0 . 0004
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
0 . OOOO
0.0000
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O.OOO1
O.OOO1
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0.0000
O.OOOO
O . OOOO
0.0000
0 . OOOO
O . OOOO
O.OOOO
0 . OOOO
O . OOOO
0.0000
O . OOOO
0 . OOOO
0.0000
O . OOOO
0 . OOOO
O.OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O.O008 0.0009 O.OOO9 O.OO03 O.OOO1 O.OOOO 0.0000
O.O003 O.OOO3 0.0003 O.OOO2 0.0000 O.OOOO 0.0000
ROW H =16
-------
ro
^o
Co
O.OOOO O.OOOO 0.0001 O.OOO1 O.OOO1 O.OOO1 O.OOO1 O.OOOO O.OOOO O.OOOO
ROW tt = 17
o.oooo
ROW H =18
O.0000
ROW tt =19
o.oooo
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
DECREASE OF POLLUTANT IN THE SOLID PHASE BY OEGRAD
IN PPM
ro
10
UD
ROW H = 1
O. 3098
ROW * = 2
O.OOOO
ROW H = 3
O.OOOO
ROW H = 4
O.OOOO
ROW H = 5
O.OOOO
ROW ft = 6
O.OOOO
ROW H = 7
0.OOOO
ROW H = 8
O.OOOO
ROW H = 9
0.OOOO
ROW ff =1O
O.OOOO
ROW #=11
O.OOOO
ROW ff =12
O.OOOO
ROW H =13
O.OOOO
ROW H =14
O.OOOO
ROW H =15
O.OOOO
O.3120 O.3119 0.3074 0.3533 0.2070 O.OOOO O.OOOO 0.0000 O.OOOO
0.1577 0.1575 O.1516 O.1462 0.0619 0.0000 O.OOOO O.OOOO O.OOOO
O.06O2 O.O6O2 O.O575 O.O493 O.O946 O.OOOO O.OOOO O.OOOO O.OOOO
O.0522 O.0523 O.O498 0.0414 O.O446 O.OOOO O.OOOO 0.0000 O.OOOO
O.0478 0.0481 0.0456 O.O376 O.O407 O.OOOO O.OOOO O.OOOO O.OOOO
O.0395 O.O4OO 0.0377 O.O3O8 O.O338 O.OOOO O.OOOO O.OOOO O.OOOO
0.0355 O.036O O.O337 0.0274 O.O3O3 O.OOOO O.OOOO O.OOOO 0.0000
O.03O9
0.0012
0.0315 O.0287 0.0240 O.O27O O.OOOO O.OOOO O.OOOO 0.0000
O.O240 0.0245 O.O220 O.O208 0.0237 O.OOO1 O.OOOO O.OOOO 0.0000
O.O189 O.O194 O.O174 O.O18O O.O205 O.OO01 O.OOOO O.OOOO O.OOOO
0.0158 O.O166 O.O149 0.0153 O.O175 O.OO03 O.OOOO O.OOOO 0.0000
O.0087 O.0100 O.OO92 O.OO93 O.O252 O.OO23 0.0002 O.OOOO O.OOOO
0.0045 O.OO57 O.0055 O.O055 0.0059 O.OO11 O.OO02 O.OOOO 0.0000
O.0018 O.O018 0.0018 O.O02O O.OO06 0.0001 0.0000 0.0000
O.0003 O.OO05 O.O006 O.OOO6 O.OO06 O.OOO2 O.OOO1 O.OOOO O.OOOO
ROW H =16
-------
oo
o
o
O.OOOO O.OOO1 O.O001 O.O001 O.OO01 O.OO01 O.O001 O.OOOO O.OOOO O.OOOO
ROW H = 17
0.0000
ROW H = 18
O.OOOO
ROW * =19
0.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 0.0000 O.OOOO O.OOOO
0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
DECREASE OF POLLUTANT BY DEGRADATION OF THE LIQUID PHASE
CO
O
ROW * = 1
0.4065
ROW H = 2
O.0000
ROW H = 3
O.OOOO
ROW H = 4
O.OOOO
ROW tt = 5
0.OOOO
ROW H = 6
0.OOOO
ROW H = 7
0.OOOO
ROW # = 8
0.OOOO
ROW tt = 9
O.OOOO
ROW if =1O
0.OOOO
ROW » = 11
O.OOOO
ROW H =12
O.OOOO
ROW H =13
O.OOOO
ROW H =14
O.OOOO
ROW H =15
O.OOOO
0.411O O.4115 0.4056 0.6849 0.9370 O.OOOO
0.4977 0.4979 0.4799 0.6798 0.8632 O.0003
O.5779 O.5792 0.5541 0.5936 .0.57O8 O.OOO3
O.3676 O.3695 O.3527 0.2987 0.3221 O.OO02
0.3444 O.3473 0.3303 0.2730 0.2960 O.0002
O.OOOO 0.OOOO O.OOOO
0.OOOO 0.OOOO 0.OOOO
0.OOOO 0.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO
O.3009 O.3055 0.2886 O.2365 0.2600 O.OO03 0.0000 0.0000 O.OOOO
O.2819 O.2873 0.2694 0.2181 0.2419 O.O003
0.4959 O.5067 O.4642 0.1990 0.2241 O.OO04
0.OOOO O.OOOO 0.OOOO
0.OOOO 0.OOOO 0.OOOO
0.3929 O.4O21 O.3610 0.1815 _ 0.2068 O.OOO5 0.0000 O.OOOO O.OOOO
0.1711 O.1777 O.1601 0.1667 0.1909 O.OO08 O.OOOO O.OOOO 0.0000
O.1549 O.1645 O.1491 0.1546 0.177O O.OO30
O.1162 O.1331 0.1226 0.1237 0.1121 O.01O2
0.0597 O.0763 O.0731 0.0729 0.0789 0.0144
O.O159 O.O24O O.0243 0.0243 0.0262 O.OO78
O.OO39 O.OO69 O.0074 O.OO74 O.O080 O.OO31
0.OOOO 0.OOOO 0.OOOO
0.0008 O.O001 O.OOOO
0.0020 0.0003 0.OOOO
O.O017 O.OO03 0.0001
O.O008 0.OOO2 0.OOOO
ROW H =16
-------
oo
o
no
O.OOOO O.0007 O.O015 O.O017 O.0017 O.0018 O.O008 0.0003 O.0001 0.0000
ROW H =17
O.0000
ROW ff = 18
O.OOOO
ROW H =19
0.0000
O.OO01 0.0003 O.0003 0.0003 0.OO04 O.OOO2 O.O001 O.OOOO O.OOOO
O.OOOO 0.0000 O.OOOO 0.0000 O.OOOO 0.0000 0.0000 O.OOOO O.OOOO
0.0000 O.OOOO O.OOOO 0.0000 .O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
TOTAL VOLUMETRIC CONCENTRATION OF THE POLLUTANT IN UG/CC OF SOIL
to
O
CO
ROW H = 1
O.O032 0.0023 O.0025
ROW H = 2
0.0000 0.0230 O.0235
ROW H = 3
O.OOOO 0.0275 O.0278
ROW H = 4
O.OOOO O.O285 O.O286
ROW H = 5
O.OOOO 0.0381 O.O379
ROW H = 6
O.OOOO O.O648 O.O640
ROW H = 7
O.OOOO 0.0808 O.0799
ROW # = 8
0.0000 0.1786 0.1788
ROW H = 9
O.OOOO O.1851
ROW H =10
O.OOOO 0.1O41 O.1071
ROW #=11
O.OOOO O.O974 O.1032
ROW H =12
O.OOOO O.O6O4-
ROW H =13
O.OOOO O.O266 O.O341
ROW H =14
O.OOOO 0.0076 O.O119
ROW It =15 '
0.0000 0.0023 O.OO43
O.0052 O.O119 O.OOO7 O.OOOO O.OOOO O.OOOO O.OOOO
0.0336 0.0636 0.0181 O.OOOO 0.0000 O.OOOO O.OOOO
0.0379 O.0628 O.0322 O.OOOO O.OOOO O.OOOO O.OOOO
O.O372 O.0485 0.0258 O.OOOO O.OOOO O.OOOO O.OOOO
O.O471 0.0567 0.034O O.OOOO O.OOOO O.OOOO O.OOOO
0.0721 O.O750 O.O575 O.OOO1 O.OOOO 0.0000 0.0000
0.0868 0.0843 0.0710 0.0001 0.0000 O.OOOO O.OOOO
0.1811 0.0921 0.0850 0.0002 O.OOOO O.OOOO O.OOOO
O.1872 0.1759 0.0968 O.O975 0.O003 O.OOOO 0.0000 O.OOOO
O.O973 O.O976 0.1063 O.OOO5 O.OOOO O.OOOO O.OOOO
0.0912 O.O938 0.1O92 O.002O 0.0000 O.OOOO O.OOOO
0.0689 O.0608 0.0633 O.O882 0.OO70 O.O006 O.OOO1 0.0000
O.0323 0.0333 O.O369 0.0066 O.OO10 0.0002 0.0000
O.O126 O.O128 O.O134 0.0046 O.OO12 O.OOO3 O.OOO1
0.0049 O.OO50 O.OO52 O.O023 O.OOO7 O.OOO2 O.OOOO
ROW H =16
-------
oo
o
0.0000
ROW H = 17
0.0000
ROW * =18
O.OOOO
ROW H =19
0. OOOO
O.0006 O.OO12 O.OO14 O.OO15 0.0015 O.O008 O.O003 O.0001 O.OOOO
0.0001 O.OOO3 O.0003 0.0004 0.0004 0.O002 O.O001 0.0000 O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO .0.0000 O.OOOO O.OOOO O.OOOO O.OOOO
-------
TIME
ROW t,
0.112500E+O4 DAY
SOLUTION CONCENTRATION (PPM)
CO
O
cn
= 1
.0026
ROW tt
0
ROW H
O
ROW H
O
ROW H
0
ROW H
0
ROW ft
0
ROW #
0
ROW H
O
= 2
.OOOO
= 3
.OOOO
= 4
.0000
= 5
.0000
= 6
.0000
= 7
.0000
= 8
.OOOO
= 9
.OOOO
ROW H
0.
ROW H
O.
ROW H
O.
ROW A1
0.
ROW tt
O.
ROW #
O.
= 10
OOOO
= 11
OOOO
= 12
OOOO
= 13
OOOO
= 14
OOOO
= 15
OOOO
0.0018 0.0020 O.0045 0.0093 0.0006 0.0000 O.OOOO 0.0000 O.OOOO
O.O324 O.0331 O.O502 O.O785 O.O228 0.0000 O.OOOO O.OOOO O.OOOO
0.0496 0.0503 O.O724 O.1O80 O.O426 O.OOO1 O.OOOO O.OOOO O.OOOO
O.O677 O.0678 O.0934 O.13O8 0.0597 O.OO01 O.OOOO O.OOOO O.OOOO
0.0902 0.0895 O.1180 0.1544 0.0795 O.O001 O.OOOO 0.0000 O.OOOO
O.1583 O.1551 . O.1838 0.2062 0.1389 O.OOO3 O.OOOO 0.0000 0.0000
0.1976 0.1937 O.2210 O.2323 0.1731 0.0004 O.OOOO 0.0000 O.OOOO
0.2580 O.2558 O.2723 0.2559 . 0.2099 O.OOO5 O.OOOO O.OOOO O.OOOO
O.2915 0.2924 O.2890 0.2713 0.2446 0.0008 O.OOOO O.OOOO 0.0000
O.2977 O.3016 O.2852 0.2748 0.2709 O.O013 O.OOOO O.OOOO O.OOOO
O.28O9 0.2920 O.2665 0.2633 0.2807 0.0055 O.0001 O.OOOO O.OOOO
O.1516 O.1726 O.1544 0.1571 0.1771 O.0149 0.0011 O.OOO1 O.OOOO
0.0691 O.0878 O.0821 0.0840 0.0942 0.0162 O.OO24 O.0004 O.0001
O.O18O O.028O O.0294 0.0300 0.0318 O.O1O5 O.O027 O.OOO6 0.0001
O.OO53 O.OO98 O.0112 O.O115 O.O119 O.O054 O.OO17 O.OO05 O.OO01
ROW H = 16
-------
oo
o
en
O.OOOO O.0013 0.0027 O.OO33 O.OO34 0.0035 O.O019 O.0007 0.0002 O.OOO1
ROW H =17
0.OOOO
ROW tt = 18
O.OOOO
ROW H =19
0.OOOO
0.0003
O.OO07 O.OO08 O.OO09 O.0009 0.O005 O.O002 O.0001 0.0000
O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO 0.0000 O.OOOO O.OOOO .O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
INSTANTANEOUS ADSORPTION OF THE POLLUTANT IN PPM BASED ON SOLID PHASE
CO
O
ROW H = 1
O.OO05 O.O004 O.OO04 O.OOO9
ROW ff = 2
O.OOOO O.OO29 O.OO29 O.0045
ROW H = 3
O.OOOO O.OO15 O.O015 O.0021
ROW H = 4
O.OOOO O.OO2O O.0020 O.O028
ROW H = 5
O.OOOO O.OO27 O.0026 O.OO35
ROW H = 6
O.OOOO 0.0047 O.OO46 0.0054
ROW H - 7
O.OOOO O.O059 O.O057 O.OO65
ROW H = 8
O.OOOO O.0076 0.0076 O.0081
ROW # = 9
0.0000 0.0086 0.0087 0.0086
ROW H =1O
O.OOOO O.O088 0.0089 O.OO84
ROW #=11
O.OOOO O.O083 O.O086 O.OO79
ROW H = 12
O.OOOO O.OO45 O.0051 O.OO46
ROW H =13
O.OOOO O.OO2O O.OO26 O.OO24
ROW H =14
O.OOOO O.OOO5 O.OOO8 O.OO09
ROW H =15
O.OOOO O.OO02 O.0003 O.OO03
O.OO19 0.0001 O.OOOO O.OOOO O.OOOO O.OOOO
O.OO70 O.OOO7 O.OOOO O.OOOO O.OOOO 0.0000
O.OO32 0.0025 O.OOOO O.OOOO O.OOOO O.OOOO
0.0039 0.0018 O.OOOO O.OOOO O.OOOO 0.0000
O.OO46 O.O024 O.OOOO O.OOOO O.OOOO O.OOOO
O.OO61 0.0041 O.OOOO O.OOOO 0.0000 0.0000
O.0069 O.OO51 O.OOOO O.OOOO O.OOOO O.OOOO
O.OO76 0.0062 0.0000 O.OOOO 0.0000 O.OOOO
0.0080 O.O072 O.OOOO 0.0000 O.OOOO 0.0000
O.OO81 O.O08O O.OOOO O.OOOO O.OOOO O.OOOO
O.OO78 0.0083 O.0002 O.OOOO O.OOOO O.OOOO
0.0047 O.O157 O.0013 O.0001 O.OOOO O.OOOO
O.0025 O.O028 0.0005 O.OOO1 O.OOOO 0.0000
O.OO09 O.OOO9 O.OOO3 O.OOO1 O.OOOO 0.0000
O.0003 0.0004 O.OOO2 O.OOO1 O.OOOO O.OOOO
ROW H =16
-------
CO
o
oo
O.OOOO 0.0000 O.OOO1
ROW H =17
O.0000
ROW # =18
O.0000
ROW # =19
O.OOOO
O.0000 O.OOOO
O.OOOO 0.OOOO
O.OOO1 O.0001 O.OOO1 O.O001 O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO 0.0000 O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO
0 OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
DECREASE OF POLLUTANT IN THE SOLID PHASE BY DEGRAD
IN PPM
oo
O
ROW H - 1
0.3O99
ROW H = 2
0.OOOO
ROW H = 3
0.0000
ROW H = 4
0.OOOO
ROW ff = 5
0.OOOO
ROW H = 6
O.OOOO
ROW H = 7
O.OOOO
ROW H = 8
0.OOOO
ROW ff = 9
O.OOOO
ROW H =1O
0.OOOO
ROW H =11
0.OOOO
ROW H = 12
0.OOOO
ROW H =13
0.OOOO
ROW H =14
0.OOOO
ROW H =15
0.OOOO
O.312O O.312O 0.3074 0.3535 0.2O7O O.OOOO O.OOOO O.OOOO O.OOOO
O.158O 0.1579 O.1522 O.1471 0.062O 0.0000 O.OOOO O.OOOO O.OOOO
O.O604 O.O604 O.O578 0.0498 0.0950 O.OOOO O.OOOO O.OOOO O.OOOO
0.0525 O.O527 0.0503 O.O420 O.O449 O.OOOO O.OOOO 0.0000 O.OOOO
0.0482 O.O485 O.O461 O.O383 O.O411 O.OOOO O.OOOO O.OOOO O.OOOO
O.0403 O.04O7 O.O385 O.0317 0.0344 O.OOOO O.OOOO O.OOOO O.OOOO
O.0364 O.O369 O.O347 O.0284 O.O311 O.OOOO O.OOOO O.OOOO O.OOOO
O.O321 0.0327 O.O30O 0.0251 0.0279 O.OOOO O.OOOO O.OOOO O.OOOO
O.O253 O.0259 O.O233 O.O220 O.O247 O.OOO1 O.OOOO 0.0000 O.OOOO
O.O2O1 O.O2O7 O.O185 O.0191 0.0217 O.OOO1 O.OOOO O.OOOO O.OOOO
O.O169 O.0178 0.0159 O.0164 O.O186 O.OOO3 O.OOOO 0.0000 O.OOOO
O.OO93 O.O1O6 O.OO98 0.0099 0.0269 O.OO24 0.OOO2 O.OOOO O.OOOO
O.OO47 O.OO6O O.O058 O.OO58 0.0063 O.OO11 0.OOO2 O.OOOO O.OOOO
O.OO13 O.O019 O.O019 O.OO19 O.OO21 O.OO06 O.OOO1 O.OOOO 0.0000
O.0003 0.0006 O.OO06 0.0006 O.OOO6 0.0003 O.OOO1 O.OOOO O.OOOO
ROW H =16
-------
UJ
o
O.OOOO O.OOO1 O.O001 O.OOO1 O.0001 O.OOO1 O.OOO1 O.OOOO O.OOOO O.OOOO
ROW H = 17
0.OOOO
ROW It =18
O.OOOO
ROW H =19
O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
0.0000 O.OOOO 0.0000 0.0000 O.OOOO O.OOOO 0.0000 O.OOOO 0.0000
O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO
-------
DECREASE OF POLLUTANT BY DEGRADATION OF THE LIQUID PHASE
ROW # = 1
O.4O66
ROW * = 2
O.0000
ROW H = 3
0.OOOO
ROW H = 4
O.OOOO
ROW H = 5
0.OOOO
ROW H = 6
0.OOOO
ROW H = 7
0.OOOO
ROW H = 8
0.OOOO
ROW H = 9
O.OOOO
ROW H =1O
O.OOOO
ROW * =11
O.OOOO
ROW H = 12
O.OOOO
ROW H =13
O.OOOO
ROW H =14
O.OOOO
ROW H = 15
0.OOOO
O.4111 0.4116 O.4O57 O.6854 0.9370 O.OOOO O.OOOO O.OOOO O.OOOO
O.4989 0.4992 0.4818 0.6843 0.8649 O.O003 O.OOOO 0.0000 O.OOOO
0.5803 0.5817 O.5575 0.5999 .0.5733 O.O003 O.OOOO O.OOOO O.OOOO
O.3699 0.3718 O.3558 O.3O30 0.3242 O.0002 O.OOOO O.OOOO O.OOOO
O.3475 O.3504 0.3343 0.278O 0.2988 O.O002 O.OOOO O.OOOO O.OOOO
0.3065 O.3110 O.2950 0.2434 0.2649 O.0003 0.0000 O.OOOO O.OOOO
O.2891 O.2944 0.2774 0.2260 0.2483 O.OO03 O.OOOO O.OOOO O.OOOO
O.5157 O.5264 0.4847 0.2080 0.2320 0.0004 O.OOOO O.OOOO O.OOOO
O.4145 O.4239 0.3820 0.1913 0.2163 O.0005 O.OOOO O.OOOO O.OOOO
O.1821 O.1890 0.1706 0.1771 0.2017 O.0008 0.0000 0.0000 O.OOOO
O.1658 O.1761 O.1596 0.1652 0.1888 O.0032 0.0000 O.OOOO O.OOOO
O.124O 0.1420 O.1305 0.1319 0.1198 O.O108 O.OOO9 O.0001 O.OOOO
0.0631 O.0807 O.O773 O.0772 O.O837 O.0152 O.O021 O.O003 O.OOOO
O.O169 O.O255 O.0259 0.0259 0.0279
I
0.0042 O.0074 O.0080 0.0080 0.0086
O.O084 O.O018 O.OOO3 O.OO01
0.0034 0.0009 O.0002 O.OOOO
ROW # =16
-------
CO
no
O.OOOO 0.0008 O.O017 O.OO19 O.0019 0.0020 0.OOO9 0.0003 O.0001 O.OOOO
ROW H = 17
O.OOOO
ROW H = 18
0. OOOO
ROW H =19
O.OOOO
0.OOO1
O.O003 O.OOO4 0.0004 0.0004 0.0002 O.OO01 O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000
O.OOOO O.OOOO O.OOOO O.OOOO .O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
TOTAL VOLUMETRIC CONCENTRATION OF THE POLLUTANT IN UG/CC OF SOIL
ROW H = 1
0.0016 0.0011
0.0012 0.0027 0.0067 0.0003 0.0000 0.0000 0.0000 O.OOOO
CO
CO
ROW H = 2
O.OOOO 0.0135 O.0139
ROW # = 3
O.OOOO O.0164 O.0166
ROW H = 4
O.OOOO 0.0172 O.O173
ROW # = 5
0.0000 0.0234 O.O232
ROW H = 6
O.OOOO 0.0429 O.O422
ROW * = 7
O.OOOO 0.0555 O.O546
ROW H = 8
O.OOOO O.1344 O.1337
ROW H = 9
O.OOOO O.1547 O.1553
ROW H =10
O.OOOO O.0936 O.0954
ROW H =11
O.OOOO O.0943 O.0990
ROW H =12
O.OOOO 0.0668 O.O761
ROW H =13
O.OOOO 0.0304 O.O387
ROW H = 14
O.OOOO O.0079 O.O123
ROW H =15
O.OOOO O.O023 O.O043
0.0210 0.0432 O.O105 O.OOOO 0.0000 O.OOOO O.OOOO
O.O24O O.O434 .O.O191 O.OOOO O.OOOO O.OOOO O.OOOO
O.0239 O.034O O.O155 O.OOOO O.OOOO 0.0000 O.OOOO
O.0307 O.O403 0.02O8 0.0000 O.OOOO 0.0000 O.OOOO
O.O501 0.0564 O.O38O O.OOO1 O.OOOO O.OOOO O.OOOO
O.O625 0.0654 0.0488 0.0001 O.OOOO O.OOOO O.OOOO
O.1428 0.0745 0.0613 0.0002 O.OOOO O.OOOO 0.0000
O.1534 0.0824 0.0745 O.0002 O.OOOO O.OOOO O.OOOO
0.0908 0.088O O.O871 O.0004 O.OOOO O.OOOO 0.0000
O.O911 0.0906 0.0971 O.OO19 O.OOOO O.OOOO O.OOOO
O.0681 0.0693 O.O943 O.OO79 O.0006 O.OOO1 O.OOOO
O.0362 0.0371 0.0415 0.0071 O.0011 O.OOO2 O.OOOO
0.0130 0.0132 0.0140 0.0046 O.OO12 0.0003 0.0001
O.OO49 O.OO51 O.0053 O.OO24 O.OOO8 O.O002 O.OOOO
ROW H =16
-------
U)
-Pi
O.OOOO O.OOO6 O.O012 O.OO15 O.OO15 O.OO16 0.OOO8 0.OO03 O.0001 0.OOOO
ROW # = 17
0.OOOO
ROW H = 18
O.OOOO
ROW H =19
0.OOOO
O.OOO1 O.OO03 0.0004 O.0004 O.0004 0.0002 0.0001 O.OOOO O.OOOO
0.0000 O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 0.0000 O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
TIME = 0.
ROW H = 1
O . 00 1 3
ROW H = 2
O . OOOO
ROW H = 3
O . OOOO
ROW H = 4
O . OOOO
ROW H - 5
O . OOOO
ROW H = 6
0 . OOOO
ROW H = 7
O . OOOO
ROW H = 8
O . OOOO
ROW H = 9
O . OOOO
ROW M =10
O . OOOO
ROW a =\\
O . OOOO
ROW H =12
0 . OOOO
ROW H =13
0 . OOOO
ROW H =14
O . OOOO
ROW H =15
O . OOOO
1 15833E+04 DAY
0 . OO08
O.O189
O.O293
0.04O4
0.0544
0. 1017
0. 13O7
0. 1843
0.2284
0.2485
0.25O2
0. 1560
0.0767
0.0193
0 . OO54
O.0009
O.0194
0.0298
0.0405
O.0541
O.0994
0. 1275
0. 1817
O.2276
O.2496
O.258O
0. 1777
0.0972
0.0297
O.O1OO
SOLUTION
0.0023
O . O3 1 2
O.O454
O.O592
O.O756
O. 1242
O. 1535
O.2043
O.2369
O.2479
O.2462
O. 1628
O.O910
O.0308
O.O113
0.0023 0.0052 0.0002 O.OOOO 0.0000 O.OOOO 0.0000
O.O312 0.0529 0.0132 0.0000 0.0000 O.OOOO O.OOOO
0.0738 0.0250 O.OOOO O.OOOO
0.0903 O.O354 0.0001 O.OOOO
0.1O78 O.O477 0.0001
0.1506 0.0890 0.0002 0.OOOO
0.174O 0.1143 O.OOO3 0.0000
0.1981 0.1439 0.0004 O.OOOO
0.OOOO O.OOOO
0.OOOO
O.OOOO 0.OOOO
O.OOOO
O.OOOO
0.OOOO
0.2188 0.1759 O.OOO6 0.0000 O.OOOO
0.2326 0.2065 O.OO11 O.OOOO 0.0000
O.2362 0.2298 O.O048 O.OOO1 O.OOOO
0.162O 0.1764 O.O161 O.O012 O.0001
O.0920 0.1O25 O.0177 O.OO25 O.OOO4
0.0315 O.0338 0.0109 O.O027 O.OO06
O.O117 0.0122 O.0055 O.OO18 O.OOO5
O.OOOO
O.OOOO
0.OOOO
0.OOOO
0.OOOO
O.OOOO
0.OOOO
0.OOOO
O.OOOO
0.OOO1
O.0001
O.OOO1
ROW ft = 16
-------
CO
cr>
O.OOOO 0.OO13
ROW H = 17
O.OOOO
ROW H = 18
O.OOOO
ROW H =19
0.OOOO
O.0003
O.OO28 O.OO34 0.0035 0.0036 O.OO19 O.0007 O.0002 O.0001
O.O007 O.O009 O.OOO9 O.O009 O.OO05 O.O002 O.0001 O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000
O.OOOO 0.0000 0.0000 0.0000 O.OOOO O.OOOO 0.0000 0.0000 0.0000
-------
INSTANTANEOUS ADSORPTION OF THE POLLUTANT IN PPM BASED ON SOLID PHASE
CO
ROW tt = 1
O.OOO3 0.OOO2 0.O002
ROW tt = 2
O.OOOO O.O017 O.OO17
ROW H = 3
0.0000 0.0009 O.0009
ROW H = 4
O.OOOO O.OO12 O.O012
ROW H = 5
O.OOOO 0.0016 O.OO16
ROW H = 6
O.OOOO O.OO30 O.O029
ROW H = 7
O.OOOO O.OO39 O.OO38
ROW H = 8
O.OOOO O.OO55 O.O054
ROW If = 9
O.OOOO O.OO68 O.O067
ROW H =10
O.OOOO 0.0074 0.0074
ROW #=11
O.OOOO 0.0074 0.0076
ROW H =12
O.OOOO O.OO46 O.O053
ROW ff =13
O.OOOO O.OO23 O.OO29
ROW H =14
O.OOOO O.O006 0.OOO9
ROW H =15
O.OOOO 0.OOO2 0.OOO3
O.O005 0.0011 O.OOOO 0.OOOO 0.OOOO 0.OOOO 0.OOOO
O.0028 0.0047 0.0004 O.OOOO 0.0000 O.OOOO O.OOOO
O.0013 O.OO22 0.0015 O.OOOO 0.0000 O.OOOO O.OOOO
O.OO18 0.0027 O.OO1O O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO
0.OOOO 0.OOOO
O.OOOO O.OOOO
0.OOOO 0.OOOO
0.OOOO 0.OOOO
0.OOOO 0.OOOO
0.OOOO 0.OOOO
0.OOOO 0.OOOO
O.OOOO 0.OOOO
0.OOOO O.OOOO
O.OOOO O.OOOO
O.OO22
0.0037
O.O045
O.0060
O . OO70
O.0073
O.OO73
O.OO48
O.0027
O . 0009
O . 0003
0.0032
O.OO45
O . OO5 1
O.0059
O.OO65
0 . OO69
0 . OO70
O.OO48
O . OO27
O . OOO9
0 . 0003
O.OO14
0.0026
0.0034
0.0043
0.0052
0.0061
0 . 0068
0.0156
O.OO30
0.001O
0 . 0004
0 . OOOO
0.0000
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0.0001
O.OO14
0 . 0005
0 . O003
0 . 0002
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
O.OOOO
O.OOOO
O.OO01
O.OOO1
O.OO01
0.0001
ROW H =16
-------
CO
00
O.OOOO O.OOOO O.OOO1 O.OOO1 0.0001 O.OOO1 O.OOO1 O.OOOO O.OOOO O.OOOO
ROW # =17
o. oooo
ROW H =18
o.oooo
ROW H =19
o.oooo
O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
DECREASE OF POLLUTANT IN THE SOLID PHASE BY DEGRAD
IN PPM
OJ
ROW H = 1
O.3099
ROW ff = 2
0.OOOO
ROW H = 3
O.0000
ROW H = 4
0.0000
ROW # = 5
0.0000
ROW H = 6
0.OOOO
ROW 0 = 7
0.OOOO
ROW # = 8
0.OOOO
ROW // = 9
0.OOOO
ROW # =10
0.OOOO
ROW #=11
0.OOOO
ROW H =12
0.OOOO
ROW H =13
0.OOOO
ROW ft =14
0.OOOO
ROW M =15
O.OOOO
0.3121 0.3120 O.3075 0.3537
0.1583 O.1581 O.1525 0.1478
0.06O6 0.0606 O.O580 O.O502
O.O527 O.0529 O.O506 O.O424
0.0485 O.O488 O.O465 O.0388
O.0408 0.0412 O.0391 0.0323
0.037O O.0375 O.O354 O.O292
O.O33O O.0336 O.0310 0.0259
0.0264 O.0269 O.O244 0.0229
0.0211 O.0217 O.0196 0.0201
O.O18O O.0189 O.O170 0.0174
0.0099 O.O113 O.01O4 O.O105
O.005O O.OO64 O.OO61 O.O061
O.OO13 O.OO2O O.0021 O.OO21
O.OOO3 O.OO06 O.O006 O.OO06
0.2070
O.O621
0.0952
O.O450
0.0413
0.0348
0.0317
O.O286
O.O255
0.0226
O.0196
0.0287
O.O067
0.0022
O.OOO7
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
o.oooo
0.0000
o.oooo
O.OO01
O.O001
0.0001
0 . OO03
O.0026
O.0012
0 . OO07
0 . 0003
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
o.oooo
0 . OOO2
O . OOO2
O.OOO1
0.0001
O . OOOO
o.oooo
O . OOOO
O . OOOO
o.oooo
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
o.oooo
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
o.oooo
0 . OOOO
0 . OOOO
0 . OOOO
o.oooo
O . OOOO
0 . OOOO
O . OOOO
ROW H =16
-------
CO
rv>
o
0.OOOO
ROW H = 17
O.OOOO
ROW H = 18
O.OOOO
ROW H =19
O. OOOO
O.OOO1 O.OOO1 O.OOO2 0.0002 0.0002 O.OOO1 0.0000 O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO 0.0000 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
DECREASE OF POLLUTANT BY DEGRADATION OF THE LIQUID PHASE
CO
ro
ROW H = 1
O.4066
ROW ff = 2
0.OOOO
ROW tt = 3
0.OOOO
ROW tt = 4
0.OOOO
ROW tt = 5
0.OOOO
ROW If = 6
0.OOOO
ROW ft = 7
O.OOOO
ROW # = 8
0.OOOO
ROW H = 9
O.OOOO
ROW # =1O
O.OOOO
ROW ff = 11
O.OOOO
ROW * =12
O.OOOO
ROW # =13
0.OOOO
ROW A1 =14
0.OOOO
ROW # =15
0.OOOO
O.4111 O.4116 O.4O57 0.6856 0.9371 O.OOOO 0.0000 O.OOOO O.OOOO
0.4996 O.4999 O.4829 0.6874 0.8659 O.OOO3 O.OOOO O.OOOO O.OOOO
0.5818 0.5831 0.5597 0.6042 0.5747 0.0003 O.OOOO 0.0000 O.OOOO
0.3712 O.3732 O.3578 0.3059 0.3254 O.OO02 0.0000 O.OOOO O.OOOO
0.3494 O.3523 O.3369 O.2815 0.3O05 O.OOO2 O.OOOO O.OOOO O.OOOO
O.31O1 O.3146 O.2994 0.2485 0.2682 0.0003 0.0000 O.OOOO O.OOOO
0.294O 0.2992 0.2830 O.2321 0.2525 O.O003 O.OOOO O.OOOO O.OOOO
0.5301 0.5408 O.5005 0.2151 0.2375 O.OOO4 O.OOOO O.OOOO O.OOOO
0.4320 O.4414 0.3997 0.1995 0.2232 0.0006 0.0000 O.OOOO O.OOOO
0.1916 0.1987 0.1801 0.1862 0.2103 O.0009 O.OOOO O.OOOO O.OOOO
O.176O O.1868 O.1696 0.1751 0.199O O.O034 O.OOOO O.OOOO O.OOOO
O.1323 0.1514 0.1391 0.1405 0.1277 O.O115 O.OO09 O.0001 O.OOOO
O.O671 O.O857 O.0819 0.0819 0.0890 0.0161 0.0023 O.OOO3 O.OOOO
0.0179 0.0270 O.0275 0.0276 0.0296 0.0089. 0.0020 O.OO04 O.0001
O.O045 0.0079 O.0086 O.0087 0.0092 O.OO37 0.001O O.OOO2 O.0001
ROW tt =16
-------
CO
ro
ro
O.OOOO O.OOO9 O.0018 O.OO21 O.O021 O.O022 O.OO1O O.OOO3 O.0001 O.OOOO
ROW If = 17
0.OOOO
ROW H = 18
0.OOOO
ROW H =19
O.OOOO
O.0002 O.OO04 O.OOO4 O.OO04 O.O004 0.OOO2 O.OOO1 O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
TOTAL VOLUMETRIC CONCENTRATION OF THE POLLUTANT IN UG/CC OF SOIL
CO
ro
GO
ROW ff = 1
O.O008 0.O005 O.OOO5
ROW H = 2
0.0000 O.OO79 O.O081
ROW H = 3
O.OOOO O.OO97 O.O098
ROW H = 4
O.OOOO O.0103 O.O1O3
ROW H = 5
O.OOOO O.0141 O.O140
ROW # = 6
O.OOOO O.O276 O.O270
ROW * = 7
O.OOOO O.0367 O.O360
ROW H = 8
O.OOOO O.O960 O.O950
ROW tf = 9
O.OOOO 0.1213 O.12O8
ROW H =1O
O.OOOO 0.0781 0.0790
ROW H =\\
O.OOOO O.O84O O.0875
ROW H =12
O.OOOO 0.0688 O.0783
ROW H =13
O.OOOO 0.0338 O.O429
ROW H =14
O.OOOO O.0085 0.0131
ROW H =15
O.OOOO O.O024 O.OO44
O.O014 0.0038
O.O130 0.0291
O.0151 O.O297
0.0151 O.O234
O.O197 O.O281
O.0339 0.0412
O.0434 0.0490
O.1071 O.O577
O.1257 0.0665
O.O789 O.O745
O.O842 O.0813
O.0718 O.O714
O.O401 O.0406
O.O136 O.0139
O.O050 O.OO52
O.OO01
0 . 0060
O.O1 12
O.O092
O.O125
0.0244
0.0322
O.O420
0.0536
0.0664
O.O795
0.0939
O.O452
0.0149
O.OO54
O . OOOO
O.OOOO
0 . OOOO
O.OOOO
0 . OOOO
0.0001
0.0001
0.0001
0 . O002
O . O004
O.0017
O.O086
O.O078
O.O048
O.OO24
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
O . 0007
O.OO11
O.0012
O . OOO8
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
O.OOOO
0 . OOOO
0 . OOOO
O.OOOO
O.OOOO
O.OOO1
0 . 0002
0 . OOO3
O.0002
O . OOOO
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
O.OOOO
O . OOOO
0 . OOOO
0 . OOOO
O.OOOO
0 . OOOO
0 . OOOO
0.0001
O.OOO1
ROW H =16
-------
oo
ro
O.OOOO O.OO06 O.0012 O.OO15 O.0016 O.O016 O.OO09 O.OOO3 O.0001 O.OOOO
ROW H = 17
0.OOOO
ROW It = 18
0.0000
ROW H =19
O.0000
O.0001
O.OO03 0.0004 0.0004 O.OOO4 O.OOO2 O.OO01 O.OOOO 0.0000
O.OOOO 0.0000 0.0000 0.0000 O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO
0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 0.0000
-------
TIME = O. 1 19167E+04 DAY
SOLUTION CONCENTRATION (PPM)
ROW
ROW
ROW
ROW
ROW
ROW
ROW
CO ROW
ro
en
ROW
ROW
ROW
ROW
ROW
ROW
ROW
H
O
H
0
H
O,
H
O.
H
0
H
0
a
o.
H
0.
H
O.
H
0.
H
O.
H
O.
H
0.
H
O.
H
O.
= 1
.0006
= 2
.0000
= 3
,OOOO
= 4
0000
= 5
.0000
= 6
.0000
= 7
,0000
= 8
0000
= 9
OOOO
= 10
0000
= 1 1
OOOO
= 12
OOOO
= 13
OOOO
= 14
OOOO
= 15
OOOO
O
0
O.
o.
o.
0.
o.
0.
0.
0.
o.
o.
o.
0.
o.
.0004
.01 10
.0172
O238
0324
0639
O839
1263
1699
1951
2O79
1501
.0814
O209
OO56
O
0.
O.
O.
0.
0.
O.
o.
0.
o.
0.
0.
0.
o.
0.
.OOO4
01 13
O175
O24O
O323
0622
0816
1240
1682
1945
2127
1714
, 1033
O318
O1O3
O.0012 0.0030 0.0001 0.0000
O.O192 0.0355 O.O076 0.0000
0.OOOO 0.OOOO 0.OOOO
0.0000 0.0000 0.0000
O.0283 0.05OO O.O145 O.OOOO 0.0000 O.OOOO O.OOOO
O.0371 0.0617 O.O208 O.OOOO O.OOOO O.OOOO O.OOOO
O.0478 0.0743 0.0283 O.O001 0.0000 O.OOOO 0.0000
O.0820 0.1077 0.0556 O.0001 0.0000 O.OOOO O.OOOO
O.1O36 0.1268 O.O731 O.OOO2
O.1473 0.1483 O.O950 C.0003
O.OOOO 0.OOOO O.OOOO
0.OOOO 0.OOOO 0.OOOO
O.1845 O.1693 0.1207 0.0005 O.OOOO O.OOOO O.OOOO
O.2032 0.1871 0.1487 0.0009 O.OOOO 0.0000 O.OOOO
O.2128 0.1996 0.1758 O.OO39 O.OOO1 O.OOOO O.OOOO
O.1618 O.1578 0.1652 0.0166 O.O013 O.O001 O.OOOO
O.0979 O.0975 0.1O67 O.0192 0.0027 O.OO04 O.0001
O.0327 0.0333 0.036O O.O113 0.0028 O.OOO6 O.O001
O.O116 O.O120 0.0127 O.OO56 O.O018 O.O005 0.0001
ROW H =16
-------
CJ
ro
cri
O.OOOO
ROW H = 17
0.OOOO
ROW H = 18
0.OOOO
ROW H =19
O.OOOO
O.OO13 O.O028 0.0035 0.0036 0.0038 0.OO20 O.O008 O.0002 O.0001
O.0003 O.0007 0.0009 O.0010 0.0010 0.O006 0.0003 0-0001 O.OOOO
O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO 0.0000
O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO
-------
INSTANTANEOUS ADSORPTION OF THE POLLUTANT IN PPM BASED ON SOLID PHASE
ROW H = 1
0.0001 0.0001 0.0001
ROW H = 2
0.0000 O.0010 0.0010
O.0002 O.OOO6 0.0000 0.0000 0.0000 0.0000 0.0000
0.0017 O.OO31 0.0002 0.0000 0.0000 0.0000 0.0000
ROW H = 3
O.OOOO 0.0005 0.OOO5
O.0008 O.OO15 O.OOO9 0.OOOO 0.0000 O.OOOO 0.OOOO
ROW It = 4
O.OOOO 0.0007 0.OOO7
ROW H = 5
0.0000 0.0010 O.OO10
O.OO11 O.OO18 0.0006 0.0000 O.OOOO O.OOOO O.OOOO
O.0014 0.0022 0.0008 0.0000 O.OOOO O.OOOO O.OOOO
oo
ro
ROW H = 6
O.OOOO O.0019 0.0018
ROW tt = 7
O.OOOO O.O025 O.O024
ROW H = 8
O.OOOO O.0037 O.OO37
O.0024 0.0032 O.O016 O.OOOO O.OOOO O.OOOO 0.0000
O.0031 O.0038 O.OO22 O.OOOO O.OOOO O.OOOO O.OOOO
O.O044 O.OO44 0.0028 0.0000 0.0000 0.0000 O.OOOO
ROW H = 9
0 . OOOO 0 . O050 0 . 0050
O.0055 O.OO5O 0.0036 0.0000 O.OOOO O.OOOO O.OOOO
ROW H =10
O.OOOO 0.0058 0.0058
O.0060 0.0055 O.O044 O.OOOO O.OOOO O.OOOO O.OOOO
ROW #=11
O.OOOO O.0062 0.0063
ROW H =12
O.OOOO O.OO44 O.OO51
O.0063 O.OO59 0.0052 O.OOO1 O.OOOO O.OOOO O.OOOO
O.OO48 0.0047 0.0147 0.0015 O.0001 O.OOOO O.OOOO
ROW H =13
O.OOOO 0.0024 0.0031
ROW H =14
O.OOOO O.OOO6 0.OOO9
ROW H =15
O.OOOO 0.0002 O.OOO3
ROW H =16
O.0029 O.OO29 0.0032 0.0006 O.O001 O.OOOO O.OOOO
O.OO1O O.OO1O O.OO11 O.OO03 O.OOO1 O.OOOO O.OOOO
O.OOO3 O.0004 0.0004 O.OOO2 O.OOO1 O.OOOO O.OOOO
-------
oo
ro
00
0.0000
ROW H =17
0.OOOO
ROW H =18
0.0000
ROW H =19
0.OOOO
O.0013 O.0028 O.O035 0.0036 0.0038 O.O020 0.0008 0.0002 0.0001
O.OOO3 O.O007 O.OO09 O.O010 0.001O O.OO06 0.0003 O.0001 O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO 0.0000 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
INSTANTANEOUS ADSORPTION OF THE
O.0001
ROW H = 1
O.OO01 O.O001
CO
ro
ROW # = 2
O.OOOO O.OO1O O.OO10
ROW H = 3
0.0000 O.O005 O.0005
ROW H = 4
0.OOOO 0.OOO7 O.0007
ROW H = 5
0.0000 O.O01O O.O01O
ROW H = 6
O.OOOO O.OO19 O.OO18
ROW H = 7
O.OOOO 0.0025 O.0024
ROW H - 8
. 0.0000 0.0037 0.0037
ROW tt - 9
O.0000 O.0050 0.0050
ROW H =1O
0.0000 O.0058 O.0058
ROW #=11
O.OOOO O.OO62 O.OO63
ROW H =12
O.OOOO O.O044 O.OO51
ROW tt =13
O.OOOO O.O024 O.O031
ROW tt =14
0.OOOO O.0006 O.OOO9
ROW If =15
0.OOOO O.0002 O.OO03
POLLUTANT IN PPM BASED ON SOLID PHASE
O.0002 0.0006 O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO
O.OO17 O.OO31 O.OOO2 O.OOOO O.OOOO 0.0000 O.OOOO
Q.0008 O.OO15 O.OO09 0.0000 O.OOOO 0.0000 O.OOOO
0.0011 0.0018 0.0006 0.0000 0.0000 0.0000 0.0000
O.OO14 O.OO22 0.0008 0.0000 O.OOOO 0.0000 O.OOOO
O.OO24 O.OO32 O.OO16 O.OOOO 0.0000 O.OOOO 0.0000
O.OO31 O.O038 0.0022 O.OOOO O.OOOO O.OOOO O.OOOO
0.0044 0.0044 0.0028 0.0000 0.0000 0.0000 0.0000
O.0055 O.O050 0.0036 O.OOOO O.OOOO 0.0000 O.OOOO
O.0060 0.0055 0.0044 0.0000 0.0000 0.0000 0.0000
O.OO63 0.0059 O.OO52 O.OOO1 O.OOOO O.OOOO 0.0000
O.OO48 O.O047 0.0147 O.0015 O.OOO1 O.OOOO 0.0000
O.OO29 O.OO29 O.OO32 O.OOO6 O.0001 O.OOOO O.OOOO
O.O010 O.O010 O.O011 O.OO03 O.OOO1 O.OOOO O.OOOO
O.OO03 O.0004 O.OO04 O.OO02 0.0001 O.OOOO O.OOOO
ROW H =16
-------
OJ
CO
o
0.0000
ROW H = 17
O.OOOO
ROW H = 18
0.OOOO
ROW H =19
O.OOOO
O.OOOO O.OOO1 O.OOO1 O.0001 O.OO01 O.OOO1 O.OOOO O.OOOO 0.0000
0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
DECREASE OF POLLUTANT IN THE SOLID PHASE BY DEGRAD
IN PPM
CO
CO
ROW H - 1
0.3099
ROW » = 2
0.0000
ROW H = 3
0.0000
ROW H - 4
0.OOOO
ROW * = 5
O.OOOO
ROW H = 6
O.OOOO
ROW H = 7
0.OOOO
ROW * = 8
0.OOOO
ROW H = 9
0.OOOO
ROW # =1O
O.OOOO
ROW #=11
O.OOOO
ROW # =12
O.OOOO
ROW H =13
0.OOOO
ROW H =14
O.OOOO
ROW H =15
0.OOOO
0.3121 O.3120 O.3075 0.3537
O. 1584 O.1582 O.1527 0.1482
0.06O6 O.O6O7 O.0582 0.0504
0.0528 O.O53O O.O507 0.0427
0.0487 O.O489 O.0467 O.O391
O.O411 0.0415 O.O394 O.0328
0.0374 O.O379 O.0358 0.0297
O.0337 0.0342 O.0317 0.0266
0.0272 0.0277 O.0253 0.0236
0.022O O.O226 O.02O4 O.O2O9
O.O189 0.0198 O.0179 0.0182
O.O1O5 O.O121 O.0111 O.O112
O.O053 0.0068 O.0065 O.O065
O.O014 O.O021 O.0022 0.0022
t
O.O004 O.OOO6 O.OO07 O.OOO7
O.2O70
0.0621
0.0954
O.0451
O.O4 15
0.0351
O.032O
0.0290
0.0261
0.0233
0.0204
0.0304
0 . 007 1
O.OO24
0 . 0007
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
O . OOOO
0 . OOOO
0 . OOOO
O.O001
O.OOO1
0 . OOO 1
O . OOO4
O.O027
O.OO13
O . OOO7
O . OOO3
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . O002
O . OOO2
0 . OOO2
O.OOO1
O . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
ROW H =16
-------
CO
CO
no
O.OOOO
ROW H = 17
0.OOOO
ROW ft =18
0.OOOO
ROW H =19
O.OOOO
O.OOO1 O.O001 O.O002 O.OOO2 O.0002 O.OOO1 O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO 0.0000 O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO
0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO
-------
DECREASE OF POLLUTANT BY DEGRADATION OF THE LIQUID PHASE
CO
CO
CO
ROW * = 1
0.4067
ROW H = 2
O.OOOO
ROW H = 3
0.0000
ROW H = 4
0.OOOO
ROW H = 5
0.OOOO
ROW H = 6
0.OOOO
ROW H - 7
0 . OOOO
ROW H - 8
0 . OOOO
ROW H = 9
0. OOOO
ROW H =10
O. OOOO
ROW #=11
0.OOOO
ROW H =12
0.OOOO
ROW H =13
0.OOOO
ROW # =14
0. OOOO
ROW # =15
0. OOOO
0.4111 0.4116 O.4058 0.6857 0.9371 O.OOOO O.OOOO 0.0000 O.OOOO
0.5000 0.5003 O.4836 0.6895 0.8664 O.OOO3 0.0000 O.OOOO O.OOOO
0.5826 O.5840 O.5610 0.6O72 0.5755 O.OO03 O.OOOO O.OOOO O.OOOO
0.372O O.3740 O.3590 O.3079 O.3262 O.O002 O.OOOO O.OOOO O.OOOO
0.3506 0.3535 O.3385 0.2839 O.3O15 0.0002 O.OOOO O.OOOO O.OOOO
0.3124 O.3169 O.3O23 0.2522 0.2702 O.0003 0.0000 O.OOOO O.OOOO
0.2971 0.3023 O.2868 0.2366 0.2553 O.OOO3 O.OOOO O.OOOO O.OOOO
O.5403 0.5508 O.5121 O.2205 0.2413 O.OOO4 O.OOOO O.OOOO O.OOOO
0.4454 O.4547 O.4139 O.2O59 0.2282 O.OOO6 O.OOOO O.OOOO O.OOOO
0.1994 O.2O65 O.1881 0.1937 0.2167 O.OOO9 O.OOOO O.OOOO O.OOOO
O.1847 0.1959 O.1786 O.1836 0.2070 0.0036 O.OOO1 O.OOOO O.OOOO
0.14O6 O.1609 O.1478 0.1491 O.1353 0.0122 O.001O O.OOO1 O.OOOO
O.0713 O.0911 O.O87O O.0870 0.0946 O.O171 O.O024 O.OOO3 O.OOOO
0.0190 0.0287 O.0292 O.0293 O.O315 0.0095 O.0021 0.0004 0.0001
O.OO48 O.OO85 O.OO92 O.OO93 O.O099 O.O04O O.O011 O.OO03 O.OO01
ROW H =16
-------
U)
oo
0.0000
ROW ft =17
0. OOOO
ROW tt -18
0.0000
ROW H =10
0.0000
0.0010 O.OO20 0.0022 0.0023 O.OO24 O.OO11 O.O004 0.0001 0.0000
0.0002 O.OO04 O.0005 O.OOO5 O.0005 O.O003 O.0001 0.0000 O.OOOO
0.0000 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
TOTAL VOLUMETRIC CONCENTRATION OF THE POLLUTANT IN UG/CC OF SOIL
Go
OJ
ROW * = 1
0.OO04 0.O002 O.OOO3
ROW * = 2
O.OOOO 0.0046 0.0047
ROW H = 3
O.OOOO 0.0057 O.0058
ROW # = 4
O.0000 O.0061 0.0061
ROW # = 5
0.0000 O.0084 O.0084
ROW H = 6
0.0000 0.0173 0.0169
ROW It = 7
O.OOOO 0.0236 O.O23O
ROW H - 8
O.OOOO 0.0658 O.0648
ROW ff = 9
0.0000 0.0902 0.0893
ROW H =10
O.OOOO 0.0613 O.0615
ROW H =11
O.OOOO 0.0698 O.0721
ROW H =12
0.0000 O.O662 O.0756
ROW » =13
O.OOOO 0.0359 0.0456
ROW H =14
O.OOOO 0.0092 O.0140
ROW ff =15
O.OOOO O.OO25 O.OO45
O.0007 0.0021 0.0001 O.OOOO 0.0000 O.OOOO 0.0000
O.008O O.0195
O.0094 O.0201
O.0095 0.0160
O.0124 O.O194
O.0224 0.0294
O.O293 O.O357
O.0772 O.0432
O.0980 O.0514
O.0646 0.0599
O.0728 O.0687
O.0713 0.0696
O.0432 O.043O
O.0144 0.0147
O.O051 O.OO53
O.O035
O.O065
0.0054
O.O074
0.0152
0.0206
0.0277
0.0368
0.0478
O.0608
0.0880
0.0471
O.0159
0.0056
O . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
O.OOO1
O.0001
0.0001
0 . 0003
O.O014
O.O088
O.OO84
0 . 0050
O.0025
O.OOOO 0.OOOO O.OOOO
0.OOOO 0.OOOO 0.OOOO
O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO
0.OOOO 0.OOOO 0.OOOO
0.OOOO 0.OOOO O.OOOO
0.OOOO 0.OOOO 0.OOOO
0.OOOO O.OOOO 0.OOOO
0.OOOO 0.OOOO 0.OOOO
O.OOOO 0.OOOO O.OOOO
0.0007 O.OOO1 O.OOOO
0.0012 0.0002 O.OOOO
O.OO12 O.OOO3 O.OOO1
0.O008 0.O002 O.OOO1
ROW H =16
-------
co
CO
O.OOOO O.OOO6 O.0012 0.0015 O.OO16 O.O017 O.OO09 O.OO03 O.0001 0.OOOO
ROW # =17
0.OOOO
ROW H =18
O.OOOO
ROW H =19
O.OOOO
O.OOO1
0.0003 0.0004 0.0004 O.0004 O.OOO3 O.O001 0.0000 O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
TIME = 0.1225OOE+04 DAY
SOLUTION CONCENTRATION (PPM)
ROW H
0.
ROW ff
0.
ROW H
O.
ROW H
0.
ROW #
0
ROW H
0
ROW 0
' 0.
ROW H
0
ROW H
0
ROW #
0.
ROW H
0.
ROW H
O.
ROW #
0.
ROW #
O.
ROW 0
0.
= 1
0003
= 2
OOOO
= 3
.OOOO
= 4
.OOOO
= 5
.OOOO
= 6
.OOOO
= 7
.OOOO
= 8
.OOOO
= 9
.OOOO
= 1O
OOOO
= 1 1
OOOO
= 12
OOOO
= 13
OOOO
= 14
OOOO
= 15
OOOO
O.O002 O.OOO2 O.O006 O.OO17 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO
O.O064 O.O066 O.O118 O.0236 O.O044 O.OOOO O.OOOO O.OOOO O.OOOO
0.010O O.O102 O.0175 0.0337 Q.0084 O.OOOO O.OOOO 0.0000 O.OOOO
0.014O O.O141 O.0231 0.0418 0.0121 O.OOOO O.OOOO O.OOOO O.OOOO
0.0192 O.O191 O.O299 0.0507 0.0166 O.OOOO O.OOOO O.OOOO O.OOOO
O.0393 0.0383 O.0532 0.0756 0.0341 O.OOO1 O.OOOO O.OOOO 0.0000
0.0527 0.0511 O.0684 0.0905 0.0457 O.O001 0.0000 O.OOOO O.OOOO
O.O838 O.O819 O.1O28 O.1O81 O.O608 O.O002 O.OOOO O.OOOO O.OOOO
O.1211 O.1192 O.1379 O.1267 O.O797 0.0003 O.OOOO 0.0000 O.OOOO
O.1457 O.1442 O.1586 0.1446 0.1022 O.O006 O.OOOO O.OOOO O.OOOO
0.163O O. 1656 O.1739 0.1607 0.1273 O.0030 O.OOO1 0.0000 O.OOOO
0.1361 O.1561 O.1521 O.1461 0.1469 O.O164 O.OO14 O.OO01 O.OOOO
O.O820 0.1048 O.1O12 0.0995 ' 0.1062 O.02O2 O.OO28 O.O004 0.0001
O.O223 O.O339 O.0347 0.0351 0.0379 O.O119 O.OO29 O.O007 O.OOO1
i
O.OO59 O.O1O7 O.O120 0.0124 O.0132 O.OO58 O.0019 O.OO05 O.OOO1
ROW H =16
-------
OJ
OJ
CO
O.0000
ROW H = 17
0.0000
ROW H = 18
0.OOOO
ROW H =19
0.0000
O.OO13 0.0029 O.OO36 O.0037 O.0039 O.OO21 O.O008 O.0003 O.O001
O.OOO3 O.O007 O.OOO9 0.001O O.O01O O.OO06 O.O003 0.0001 O.OOOO
O.OOOO O.OOOO O.OOOO O.OOO1 0.0001 O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
INSTANTANEOUS ADSORPTION OF THE POLLUTANT IN PPM BASED ON SOLID PHASE
ROW H = 1
O.OOO1 O.OOOO 0.OOOO
O.0001 O.OO03 0.0000 O.OOOO 0.0000 O.OOOO O.OOOO
ROW H = 2
0.OOOO 0.OOOG 0.0006
O.0010 O.OO21 0.0001 O.OOOO 0.0000 O.OOOO O.OOOO
ROW H = 3
O.OOOO 0.0003 0.0003
O.0005 0.0010 0.0005 0.0000 0.0000 O.OOOO O.OOOO
ROW H = 4
O.OOOO 0.OOO4 0.OO04
O.O007 O.OO12 O.OO04 O.OOOO O.OOOO O.OOOO O.OOOO
ROW # = 5
o.oooo o.oooe o.oooe
O.0009 O.OO15 0.0005 O.OOOO O.OOOO O.OOOO O.OOOO
ROW H = 6
O.OOOO 0.0012 O.0011
O.O016 O.OO22 O.OO10 O.OOOO O.OOOO 0.0000 0.0000
CO
00
ROW H = 7
O.OOOO 0.0016 O.0015
ROW H = 8
O.OOOO 0.0025 0.0024
O.002O 0.0027 0.0014 O.OOOO O.OOOO O.OOOO O.OOOO
O.0030 O.OO32 O.OO18 0.0000 O.OOOO O.OOOO O.OOOO
ROW # = 9
O.OOOO O.0036 0.0035
O.0041 O.0037 0.0024 O.OOOO O.OOOO 0.0000 O.OOOO
ROW H =1O
O.OOOO 0.0043 0.0043
O.0047 O.OO43 0.0030 0.0000 O.OOOO 0.0000 0.0000
ROW #=11
O.OOOO O.OO48 O.0049
O.OO51 O.0048 O.OO38 O.O001 O.OOOO 0.0000 O.OOOO
ROW * =12
O.OOOO O.0040 O.OO46
ROW H =13
O.OOOO O.O024 O.OO31
ROW * =14
O.OOOO O.OO07 O.0010
O.0045 O.0043 0.0130 O.O015 O.OOO1 O.OOOO O.OOOO
O.OO3O O.0029 0.0031 O.OO06 O.OOO1 O.OOOO O.OOOO
O.001O O.OO1O O.OO11 0.0004 O.O001 0.0000 O.OOOO
ROW H =15
O.OOOO O.0002 O.O003
O.O004 O.0004 O.OOO4 O.O002 O.OOO1 O.OOOO O.OOOO
ROW H =16
-------
oo
-£»
O
O.OOOO 0.OOOO O.OOO1 O.OOO1 O.OOO1 O.OOO1 O.OOO1 O.OOOO O.OOOO O.OOOO
ROW H = 17
O.OOOO
ROW H = 18
O.OOOO
ROW H =19
0.OOOO
0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO
O.OOOO 0.0000 O.OOOO 0.0000 O.OOOO 0.0000 0.0000 O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO .O.OOOO O.OOOO O.OOOO O.OOOO 0.0000
-------
DECREASE OF POLLUTANT IN THE SOLID PHASE BY DEGRAD
IN PPM
OO
.fc.
ROW H = 1
O.3099
ROW H = 2
O.0000
ROW H = 3
O.0000
ROW H = 4
0.0000
ROW H = 5
O.0000
ROW H = 6
0.OOOO
ROW # = 7
0.OOOO
ROW H = 8
O.OOOO
ROW H = 9
0.OOOO
ROW 0 =10
0.OOOO
ROW #=11
O.OOOO
ROW H =12
0.OOOO
ROW H =13
O.OOOO
ROW H =14
0.OOOO
ROW H =15
O.OOOO
0.3121 O.3120 O.3O75 0.3538 0.2O7O O.OOOO 0.0000 O.OOOO 0.0000
O. 1585 O.I 583 0.1529 0.1485 0.0621 O.OOOO O.OOOO O.OOOO O.OOOO
O.0607 O.O607 O.O583 0.0506 0.0955 O.OOOO O.OOOO O.OOOO O.OOOO
O.0529 O.O53O O.O508 O.O429 O.O452 O.OOOO 0.0000 O.OOOO O.OOOO
0.0487 O.0490 O.O469 O.O393 O.O415 O.OOOO O.OOOO O.OOOO O.OOOO
O.0412 O.O417 O.0397 O.O332 O.O353 0.0000 O.OOOO O.OOOO 0.0000
0.0377 O.0382 O.0362 0.0301 0.0322 0.0000 O.OOOO O.OOOO 0.0000
0.0341 O.O346 O.O322 O.O271 0.0293 O.OO01 . O.OOOO O.OOOO O.OOOO
0.0278 O.0283 0.0259 0.0242 0.0265 O.OO01 O.OOOO 0.0000 O.OOOO
0.0226 O.O232 O.O211 O.O215 0.0238 0.0001 O.OOOO O.OOOO 0.0000
0.0196 O.O2O5 O.O186 0.0189 0.021O 0.0004 O.OOOO O.OOOO O.OOOO
O.0111 O.O127 O.O117 O.O118 0.0320 O.O029 O.OOO2 O.OOOO O.OOOO
O.0057 O.OO72 O.O069 0.0069 0.0075 O.OO14 O.OO02 O.OOOO O.OOOO
O.0015 O.OO23 0.0023 O.OO23 0.0025 O.0008 O.OOO2 O.OOOO O.OOOO
t
O.OOO4 O.OOO7 O.0007 0.0007 0.0008 O.0003 O.OO01 O.OOOO O.OOOO
ROW H =16
-------
00
-f=>
ro
0.OOOO
ROW H = 17
0.OOOO
ROW H = 18
O.OOOO
ROW H =19
O.OOOO
O.OOO1 O.O002 O.O002 O.O002 0.OOO2 O.OOO1 O.OOOO O.OOOO 0.0000
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO 0.0000 O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO
O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO 0.0000 0.0000 O.OOOO
-------
DECREASE OF POLLUTANT BY DEGRADATION OF THE LIQUID PHASE
to
-p»
CO
ROW H = 1
O.4067
ROW ff = 2
O. OOOO
ROW H = 3
O.0000
ROW H = 4
0.0000
ROW H = 5 .
O.OOOO
ROW H = 6
0.OOOO
ROW It - 7
O.OOOO
ROW H = 8
O.OOOO
ROW H = 9
0.OOOO
ROW H =10
O.OOOO
ROW H =11
O.OOOO
ROW H = 12
0.OOOO
ROW H =13
0.OOOO
ROW H =14
O.OOOO
ROW # =15
O.OOOO
0.4111 O.4116 0.4058 O.6858 0.9371 0.0000 0.0000 O.OOOO 0.0000
0.5003 0.5006 0.4841 0.69O8 0.8S68 0.0003 0.0000 O.OOOO O.OOOO
0.5831 O.5845 0.5619 O.6092 .0.5760 O.O003 O.OOOO 0.0000 0.0000
0.3725 O.3745 O.3598 0.3093 0.3266 O.OO02 0.0000 O.OOOO O.OOOO
0.3512 O.3541 0.3395 0.2856 0.3021 O.OOO2 O.OOOO 0.0000 O.OOOO
0.3139 O.3183 0.3042 O.2548 0.2715 0.0003 0.0000 0.0000 O.OOOO
0.2992 0.3O42 O.2894 O.2398 0.2571 O.OOO4 O.OOOO O.OOOO O.OOOO
0.5471 O.5575 O.5203 0.2245 0.2437 0.0004 0.0000 O.OOOO 0.0000
0.4551 O.4643 0.4247 0.2108 0.2315 0.0006 O.OOOO O.OOOO O.OOOO
0.2053 0.2124 0.1945 0.1996 0.2211 O.OOO9 0.0000 O.OOOO O.OOOO
0.1917 0.2031 O.1861 0.1907 0.213O O.0037 O.OOO1 O.OOOO O.OOOO
0.1483 O.1697 0.1563 0.1573 0.1423 0.0130 O.OO11 O.OOO1 O.OOOO
0.0757 O.O967 0.0924 0.0923 0.1004 O.0182 O.OO26 0.OOO3 O.OOOO
O.O2O1 O.O3O4 O.0310 O.O311 O.O335 O.O1O2 O.OO23 O.OOO5 O.O001
O.O051 O.O090 O.0098 O.01OO 0.01O6 O.O043 O.OO12 O.O003 O.OOO1
ROW H =16
-------
o.oooo
ROW H = 17
O.OOOO
ROW H = 18
O.OOOO
ROW # =19
O.OOOO
0.001O O.OO21 0.0024 O.O025 O.O026 O.OO13 O.O004 O.O001 O.OOOO
0.0002 O.OOO4 0.0005 0.0005 0.0005 0.OOO3 O.0001 O.OOOO O.OOOO
O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO
-------
TOTAL VOLUMETRIC CONCENTRATION OF THE POLLUTANT IN UG/CC OF SOIL
ROW H = 1
O.OOO2 0.0001
O.OO01
ROW H = 2
O.OOOO 0.0027 O.OO28
ROW H = 3
O.OOOO 0.0033 O.OO34
ROW H = 4
O.OOOO O.OO36 O.OO36
ROW H - 5
O.OOOO O.OO5O O.OO50
ROW H = 6
0.0000 O.O1O7 O.O104
ROW H = 7
O.OOOO 0.0148 O.O144
ROW H = 8
O.OOOO 0.0436 O.O428
ROW H = 9
O.OOOO O.0643 O.O633
ROW H =10
O.OOOO 0.0458 O.O456
ROW #=11
O.OOOO O.O547 O.O562
ROW H =12
O.OOOO O.O6OO O.O688
ROW H =13
O.OOOO 0.0362 O.O462
ROW H =14
O.OOOO O.OO98 O.O149
ROW H =15
O.OOOO O.0026 O.O047
ROW H =16
O.OOO4 O.O012 O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO
O.0049 0.0130 0.0020 0.0000 0.0000 O.OOOO 0.0000
0.0058 O.O135 0.0038 0.0000 O.OOOO O.OOOO 0.0000
O.O059 O.O108 O.OO31 O.OOOO O.OOOO O.OOOO O.OOOO
O.O078 O.O132 O.OO43 O.OOOO O.OOOO O.OOOO O.OOOO
O.O145 0.0207 O.OO93 O.OOOO O.OOOO 0.0000 O.OOOO
0.0193 0.0255 0.0129 O.OOOO 0.0000 0.0000 0.0000
O.O539 O.O315 0.0177 0.0001 O.OOOO 0.0000 0.0000
O.0732 O.O385 0.0243 O.OOO1 O.OOOO 0.0000 O.OOOO
0.0505 O.O463 O.O329 O.O002 O.OOOO 0.0000 O.OOOO
O.O595 O.O553 0.0441 O.OO10 O.OOOO 0.0000 0.0000
O.O67O 0.0644 O.O782 O.O087 O.OOO7 0.0001 O.OOOO
O.0446 0.0439 0.0468 O.O089 O.OO13 0.0002 O.OOOO
O.O153 0.0155 O.O167 O.OO52 O.0013 O.OOO3 O.OOO1
O.OO53 0.0055 O.OO58 O.0025 O.O008 O.O002 O.OOO1
-------
CO
-p>
cr>
0.OOOO
ROW H = 17
0.0000
ROW H = 18
O.0000
ROW H = 19
0.0000
O.OOOG O.O013 O.OO16 O.0016 O.OO17 O.OOO9 O.OO04 O.0001 0.OOOO
O.O001 O.O003 0.0004 O.OO04 0.0004 O.OOO3 O.O001 0.0000 O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO 0.0000 O.OOOO 0.0000
O OOOO O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
TIME = O. 125833E+04 DAY
SOLUTION CONCENTRATION (PPM)
ROW H
0.
ROW H
0.
ROW H
O.
ROW H
O.
ROW H
O.
ROW H
0.
ROW H
O
ROW H
0
ROW H
O
= 1
O001
= 2
OOOO
= 3
OOOO
= 4
OOOO
= 5
OOOO
= 6
OOOO
= 7
OOOO
= 8
OOOO
= 9
OOOO
ROW
ROW H
O.
ROW H
0.
ROW #
ROW
ROW #
O.
ROW H
= 1 1
OOOO
= 12
OOOO
= 13
.0000
= 14
.OOOO
= 15
OOOO
= 16
O.0001 0.0001 0.0003 O.O009 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO
O.OO37 O.OO38 O.OO72 0.0157 0.0025 O.OOOO O.OOOO O.OOOO O.OOOO
O.OO58 O.O06O O.O107 0.0225 O.OO49 O.OOOO O.OOOO O.OOOO O.OOOO
O.OO82 O.0082 O.O143 O.O281 O.OO70 O.OOOO O.OOOO O.OOOO O.OOOO
O.O112 0.0112 O.O186 O.O343 0.0097 O.OOOO O.OOOO O.OOOO O.OOOO
0.0239 0.0232 0.0341 0.0524 0.0206 0.0001 0.0000 O.OOOO 0.0000
0.0324 O.0314 O.O444 O.O635 O.O28O O.OOO1 O.OOOO O.OOOO O.OOOO
0.0541 O.O527 O.O700 O.O771 0.0380 0.0001 O.OOOO O.OOOO O.OOOO
0.0833 O.081G O.O996 0.0924 O.O511 O.OOO2 O.OOOO O.OOOO O.OOOO
O.OOOO 0.1043 0.1O26 O.1189 0.1O82 0.0677
O.1218 O.1229 O.1356 0.1245 0.0883
O.1173 O.1353 O.1362 0.1296 0.1251
0.0788 O.1016 O.1O02 O.O976 0.1O13
O.0232 0.0354 O.O364 O.O366 O.O392
0.0004 0.0000 0.0000 0.0000
O.O022 0.0000 O.OOOO O.OOOO
O.O155 O.OO14 0.0001 O.OOOO
0.0206 O.OO30 O.0004 O.0001
O.O125 O.003O O.OOO7 O.O001
O.0062 O.O112 O.0125 O.O129 O.O137 O.O06O O.OO20 O.O006 O.OOO1
-------
OJ
-Pi
00
O.OOOO O.OO14 O.O030 O.O036 O.0038 O.OO4O O.O022 0.0009 O.O003 O.O001
ROW H = 17
0.OOOO
ROW tt = 18
O.OOOO
ROW H =19
O.OOOO
O.0003 0.0008 0.0010 O.0010 O.OO11 0.O006 0.0003 O.0001 O.OOOO
0.0000 O.OOOO 0.0001 0.0001 O.OOO1 O.OOOO 0.0000 O.OOOO 0.0000
O OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
INSTANTANEOUS ADSORPTION OF THE POLLUTANT IN PPM BASED ON SOLID PHASE
CO
ROW H = 1
O.0000 O.OOOO 0.OOOO
ROW ff = 2
O.OOOO 0.OO03 O.OOO3
ROW H = 3
O.OOOO O.0002 O.OO02
ROW H = 4
0.0000 O.0002 O.OOO2
ROW H = 5
O.OOOO O.OOO3 O.OO03
ROW H = 6
0.OOOO 0.O007 O.0007
ROW # = 7
O.OOCO 0.0010 O.OOO9
ROW H = 8
0.0000 0.0016 0.0016
ROW H = 9
O.OOOO O.0025 O.OO24
ROW H =10
0.OOOO 0.OO31
ROW H =11
0.0000 O.O036 O.0036
ROW * =12
O.OOOO O.OO35 O.004O
ROW H =13
O.OOOO 0.0023 O.O03O
ROW H =14
0.0000 0.0007 O.OO1O
ROW H =15
0.OOOO 0.OOO2 O.O003
ROW H =16
O.OOO1 O.OOO2 O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO
O.0006 O.OO14 O.OOO1 O.OOOO O.OOOO O.OOOO O.OOOO
O.O003 O.OOO7 O.OO03 O.OOOO O.OOOO O.OOOO O.OOOO
O.OO04 O.OO08 O.O002 O.OOOO O.OOOO O.OOOO O.OOOO
O.OO06 0.0010 0.0003 0.0000 O.OOOO O.OOOO O.OOOO
O.0010 0.0016 O.O006 0.0000 O.OOOO O.OOOO 0.0000
O.O013 0.0019 O.OOO8 O.OOOO O.OOOO O.OOOO O.OOOO
O.OO21 O.OO23 0.0011 O.OOOO O.OOOO O.OOOO O.OOOO
0.0029 O.O027 0.0015 0.0000 0.0000 0.0000 0.0000
0.003O O.OO35 0.0032 0.0020 0.0000 O.OOOO 0.0000 O.OOOO
0.0040 O.OO37 0.0026 0.0001 O.OOOO 0.0000 O.OOOO
O.OO40 O.OO38 O.O111 O.O014 O.OOO1 O.OOOO 0.0000
O.OO30 O.OO29 0.0030 O.OO06 0.0001 O.OOOO O.OOOO
O.OO11
0.0011 0.0012 0.OO04 O.OOO1 O.OOOO 0.OOOO
O.OOO4 O.0004 O.OOO4 0.0002 O.OOO1 O.OOOO O.OOOO
-------
to
en
O
O.OOOO O.OOOO O.0001 O.OOO1 O.0001 O.OOO1 O.OOO1 O.OOOO O.OOOO O.OOOO
ROW H = 17
O.OOOO
ROW H = 18
O.OOOO
ROW H =19
O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O OOOO O.OOOO 0.OOOO 0.OOOO 0.OOOO 0.OOOO O.OOOO 0.OOOO O.OOOO
-------
DECREASE OF POLLUTANT IN THE SOLID PHASE BY DEGRAD
IN PPM
OJ
en
ROW H = 1
0.3O99
ROW H = 2
O.OOOO
ROW H = 3
0.OOOO
ROW H = 4
0.OOOO
ROW H - 5
O.OOOO
ROW H = 6
0.OOOO
ROW # = 7
0.OOOO
ROW H - 8
O.OOOO
ROW # = 9
0.OOOO
ROW H =10
O.OOOO
ROW #=11
O.OOOO
ROW H =12
O.OOOO
86W # H3r
O.3121 O.3120 0.3075 O.3538 0.2O70 O.OOOO O.OOOO O.OOOO 0.OOOO
0.1585 O.1584 O.1530 0.1487 0.0621 O.OOOO O.OOOO O.OOOO O.OOOO
0.0607 O.O608 0.0583 0.O5O7 0.0955 0.0000 O.OOOO 0.0000 0.0000
O.O529 O.0531 0.0509 O.O43O 0.0452 O.OOOO O.OOOO O.OOOO O.OOOO
O.O488 O.O491 O.0469 O.O395 O.O416 O.OOOO O.OOOO O.OOOO O.OOOO
0.0414 O.O418 O.O399 O.O334 O.O354 O.OOOO O.OOOO O.OOOO O.OOOO
0.0378 O.O383 O.0364 O.O3O4 O.O324 O.OOOO O.OOOO O.OOOO O.OOOO
O.O344 0.0349 0.0325 0.0274 0.0295 O.OOO1 O.OOOO O.OOOO O.OOOO
0.0282 0.0287 O.O264 0.0246 0.0267 0.0001 0.0000 0.0000 0.0000
0.0231 O.O237 O.O217 O.O220 0.0241 O.0001 O.OOOO O.OOOO O.OOOO
O.O2O1 0.0211 O.O192 O.O195 O.O214 O.OOO4 O.OOOO O.OOOO O.OOOO
O.O116 0.0133 O.O123 O.0123 O.O333 O.OO31 0.OO03 O.OOOO O.OOOO
§•.683'
R8W * Ms
-------
GO
U1
ro
O.OOOO O.OOO1 O.OOO2 O.OOO2 O.OOO2 O.OOO2 O.OOO1 0.OOOO O.OOOO O.OOOO
ROW H =17
O. OOOO
ROW H = 18
O. OOOO
ROW // =19
O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO
0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
DECREASE OF POLLUTANT BY DEGRADATION OF THE LIQUID PHASE
LO
tn
CO
ROW H = 1
0.4067
ROW H = 2
0.0000
ROW H = 3
O.0000
ROW H = 4
O.OOOO
ROW H = 5
O.0000
ROW H = 6
0.0000
ROW H = 7
O.0000
ROW 0 = 8
O.0000
ROW H = 9
O.OOOO
ROW # =10
0.OOOO
ROW #=11
O.OOOO
ROW H =12
0.OOOO
ROW H =13
O.OOOO
ROW H =14
0.OOOO
ROW H =15
O.OOOO
O.4111 O.4116 O.4058 O.6859 0.9371 O.OOOO O.OOOO O.OOOO O.OOOO
0.5O04 O.5007 0.4843 0.6917 0.867O O.OO03 0.0000 0.0000 0.0000
0.5834 O.5848 0.5624 0.6105 0.5763 O.OOO3 0.0000 O.OOOO O.OOOO
O.3728 0.3748 0.36O3 0.3102 0.3269 O.OOO2 O.OOOO 0.0000 O.OOOO
0.3516 O.3545 O.3402 0.2867 0.3O24 O.OOO2 O.OOOO O.OOOO O.OOOO
0.3148 O.3192 0.3055 0.2566 0.2723 O.OOO3 O.OOOO O.OOOO O.OOOO
O.3O04 O.3O54 O.2910 0.2421 0.2582 0.0004 O.OOOO 0.0000 O.OOOO
O.5516 0.5619 O.526O 0.2274 0.2452 0.0005 O.OOOO 0.0000 O.OOOO
O.4620 O.4710 O.4326 0.2144 0.2336 0.0006 O.OOOO 0.0000 O.OOOO
O.2O96 O.2167 0.1994 0.2041 0.2242 0.0009 O.OOOO 0.0000 O.OOOO
0.1971 O.2O87 O.1921 O.1963 0.2172 O.O038 O.OOO1 O.OOOO O.OOOO
0.1551 O.1776 .O.1641 0.1647 0.1484 0.0137 O.OO11 0.0001 O.OOOO
O.O801 O.1O23 0.0978 0.0977 0.1O60 O.O193 O.OO27 O.OOO4 0.0000
O.0213 O.O323 O.O329 0.0331 O.O356 O.01O8 O.OO24 O.OOO5 O.OOO1
O.OO54 O.OO96 O.O105 O.O106 O.O113 O.0046 O.O013 O.OOO3 O.OOO1
ROW H =16
-------
GJ
en
O.OOOO O.OO11 O.OO23 O.OO26 O.0027 O.OO28 O.O014 O.O005 O.OOO1 O.OOOO
ROW ft = 17
O.0000
ROW H = 18
0.0000
ROW H =19
O.OOOO
0 . 0002
0 . 0005 0 . 0006 O . 0006 0 . 0006 0 . O003 O . OOO 1 O . OOOO 0 . 0000
O.OOOO 0.0000 O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO
-------
TOTAL VOLUMETRIC CONCENTRATION OF THE POLLUTANT IN UG/CC OF SOIL
OJ
Ui
01
ROW H = 1
O.0001 0.OOO1
ROW H = 4
O.OOOO 0.OO21
ROW H = 7
O.OOOO 0.009 1
ROW
0.0001 O.O002 0.OOO7
ROW # = 2
0.0000 O.OO15 O.0016
ROW # = 3
O.OOOO O.OO19 O.002O
ROW # = 5
O.OOOO O.OO29 O.OO29
ROW H = 6
O.OOOO O.OO65 O.O063
ROW H = 8
O.OOOO 0.0282 O.O276
ROW H = 9
O.OOOO O.0442 O.O433
ROW H =10
O.OOOO O.O328 0.0325
0.0030 0.0086
O.O036 O.OO91
O.OO21 O.OO36 0.0073
0.0048 O.O089
O.0093 O.O143
O.OO88 O.0125 0.0179
O.O367 O.O225
0.0529 0.0281
0.0378 O.O347
O.OOOO O.0409 O.O417 0.0464 0.0428
ROW H =12
O.OOOO O.0517 O.0597
ROW It =13
O.OOOO 0.0347 O.0448
ROW H =14
O.OOOO O.O103 O.O156
ROW * =15
O.OOOO O.OO27 O.0049
O.O600 0.0571
0.0442 0.0430
0.0160 O.O161
O.O055 0.0057
0 . OOOO
0.001 1
O.O022
O.OO18
O.OO25
0.0056
O.OO79
0.01 1 1
0.0156
0.0218
O.O3O5
O.O666
0.0447
0.0173
0 . 006O
O . OOOO
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
O.O001
O.OOO1
0 . O008
O.OO82
0 . O09 1
O.O055
O.O026
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
0 . OOOO
0 . OOOO
O .OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OO08
0 . 00 1 3
O . O0 1 3
O . OOO9
O . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
0 . OOOO
O . OOOO
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
O . OOOO
0.0001
O . OO02
O . OOO3
0 . OOO2
O.OOOO
0 . OOOO
O . OOOO
O . OOOO
O . OOOO
0 . OOOO
O . OOOO
O.OOOO
0 . OOOO
0 . OOOO
O . OOOO
O . OOOO
0 . OOOO
0.0001
O.O001
ROW H =16
-------
CO
in
CT>
O.OOOO O.0006 O.0013 O.OO16 0.0017 O.OO18 0.0010 0.0004 0.0001 0.0000
ROW a =17
0.0000
ROW H =18
0.0000
ROW H =19
O.OOOO
0.OOO1
0.0003 0.0004 0.0005 O.0005 0.O003 0.0001 O.OOOO 0.0000
O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO
0.0000 O.OOOO O.OOOO 0.0000 0.0000 O.OOOO 0.0000 0.0000 O.OOOO
-------
APPENDIX J
FORTRAN CROSS-REFERENCE FOR THE HYDRAULIC
AND TRANSPORT MODEL
357
-------
FORTRAN CROSS-REFERENCE FOR THE HYDRAULIC MODEL
FXR - Fortran XRef v01.02 14 Feb 84 S. 0. Johnannesen
MAIN
HYDRO
RESTAR
OUTFIL
I TAB
INTEG
OUTPR
START
ECOSTR
START
START
START
OUTPR
OUTPR
START
EQN
DERIV
BCCOR
SYM
OUTPR
SAVER
DERIV
EQN
BC
SYM
See above
See above
See above
See above
See above
See above
ELMT1
APPLY
ELMT3
ELMT2
STRUC
STRUG
STRUC
358
-------
APPLY
BC
BCCOR
DERIV
ECOSTR
ELMT1
ELMT2
ELMT3
EQN
Lines:
Called
1
Lines:
Called
1
Lines:
Called
1
Lines:
Externals
ELMT1
APPLY
ELMT3
Called
1
1
Lines:
Called
1
Lines:
Externals
STRUC
Called
1
Lines:
Externals
STRUC
Called
1
Lines:
Externals
STRUC
Called
1
Lines:
Externals
ELMT2
Called
1
1
17 ^Arguments
From
DERIV
45 #Arguments
From
DERIV
53 ^Arguments
From
HYDRO
24 Arguments
^Arguments
26 OK
0 OK
25 OK
From
HYDRO
START
51 #Arguments
From
RESTAR
19 Arguments
#Arguments
29 OK
From
DERIV
19 #Arguments
^Arguments
29 OK
From
EQN
37 ^Arguments
^Arguments
29 OK
From
DERIV
17 Arguments
^Arguments
26 OK
From
HYDRO
START
25
25
25
26
26
26
25
25
359
-------
HYDRO
INTEG
I TAB
MAIN
OUTFIL
OUTPR
RESTAR
SAVER
Lines:
180 Arguments: 2
Externals Arguments
RESTAR
OUTFIL
INTEG
OUTPR
START
START
START
START
OUTPR
START
EQN
DERIV
BCCOR
SYM
OUTPR
SAVER
Called
1
Lines:
Called
1
26
26
25
26
26
26
26
26
26
26
25
25
25
5
26
26
From
MAIN
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
80 ^Arguments: 25
From
HYDRO
Lines: 11 #Arguments:
Called From
1 HYDRO
Lines: 71
Externals
HYDRO
#Arguments:
#Arguments
26 OK
Lines: 25 #Arguments:
Called From
1 HYDRO
Lines: 22 #Arguments:
Called From
3 HYDRO
Lines: 52 #Arguments:
Externals #Arguments
ECOSTR 26 OK
Called From
1 HYDRO
Lines: 34 Arguments:
Called From
1 HYDRO
26
26
26
26
360
-------
START Lines: 32 Arguments: 26
Externals #Arguments
DERIV 25 OK
EQN 25 OK
BC 25 OK
SYM 5 OK
Called From
5 HYDRO
STRUC Lines: 14 ^Arguments: 29
Called From
1 ELMT1
1 ELMT2
1 ELMT3
SYM Lines: 62 #Arguments: 5
Called From
1 HYDRO
1 START
361
-------
FORTRAN CROSS-REFERENCE FOR THE TRANSPORT MODEL
FXR - Fortran xRef v01.02 14 Feb 84 S. 0. Johannesen
MAIN TRANS STRUC
FLUX
BC
INTER
INTER
INTER
INTER
INTER
BC
INTER
INTER
INTER
INTER
INTER
SUFAS
362
-------
BC
FLUX
INTER
MAIN
STRUG
SUFAS
TRANS
Lines: 17 ^Arguments:
Called From
2 TRANS
Lines: 61 ^Arguments:
Called From
1 TRANS
Lines: 27 lArguments:
Called From
10 TRANS
Lines: 81 #Arguments:
Externals #Arguments:
TRANS 42 OK
Lines: 10 #Arguments:
Called From
1 TRANS
Lines: 29 Arguments:
Called From
1 TRANS
8
Lines: 405 #Arguments
Externals #Arguments
STRUC 11 OK
FLUX
BC
INTER
INTER
INTER
INTER
INTER
BC
INTER
INTER
INTER
INTER
INTER
SUFAS
Called
1
8
8
8
8
8
8
8
4
8
8
8
8
8
14
From
MAIN
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
11
11
14
42
363
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