USGS MOC Software¶
The USGS MOC software is a specialized modeling tool developed to simulate groundwater flow, solute transport, and some chemical reactions within aquifers. It is based on numerical modeling principles and has evolved over the years to address complex hydrogeological scenarios. The software employs a modular framework, allowing users (with programming expertise) to tailor it to specific applications, making it an invaluable asset for groundwater professionals and researchers.
Note
I choose MOC instead of MODFLOW/MODPATH because the program is easier to understand and get working. Accessing MODFLOW using FloPy or ModelMUSE is far more challenging than the pretty pictures on the web-a-rama suggest. You can examine how to install MODFLOW at MODFLOW on a JupyterHub and how to access using MODFLOW using Jupyter Example(s)
Background¶
MOC is based on similar concepts to the DPRW model but has some subtle differences, the primary difference is in MOC particles have the attribute of concentration rather than mass.
USGS-MOC is actually two models:
Groundwater flow model
Contaminant transport model
USGS-MOC solves two systems of equations:
\(\nabla \cdot (T \nabla(h) ) = S\frac{\partial h}{\partial t} + W\)
\(\nabla \cdot (bD\nabla(C) - bCV) -\frac{C`W}{n} - \lambda C = Rb \frac{\partial C}{\partial t}\)
where
\(W = Q - \frac{K_z}{m}(H_s-h)\); (a pumping and leakage term)
\(C'\) = concentration in source or sink fluid
Note
The documentation states that it only models non-reactive transport but modifications since 1980 allow for first order decay and reversible linear instantaneous adsorbtion.:::
The version used in the class models:
Advective transport
Dispersive transport
Fluid sources/sinks
Simple decay and fluid/solid reaction terms
Assuming that gradients of fluid density, viscosity, and temperature do not affect the velocity distribution. There is a version called MOCDense that does consider density as part of the transport process.
MOC can be used as a building block for a multi-component reactive system (with some effort!). This approach was used to create BIOPLUME-II/III programs (pp 269-273).
Groundwater Flow Conceptualizations:
\[\frac{\partial }{\partial x} (T_{xx} \frac{\partial h}{\partial x}) + \frac{\partial }{\partial x} (T_{yy} \frac{\partial h}{\partial y}) = S\frac{\partial h}{\partial t} + Q(x,y,t) - \frac{K_z(x,y)}{m}(H_s(x,y,t)-h(x,y,t))\]
Velocity Field in Aquifer:
\[V_x = -\frac{K_{xx}}{n} \frac{\partial h}{\partial x} \]
\[V_y = -\frac{K_{yy}}{n} \frac{\partial h}{\partial y} \]
where \(K_{ii} = \frac{T_{ii}}{b}\)
Assumptions implicit in MOC include:
Darcy’s law is valid.
Hydraulic head is the significant driving mechanism.
Porosity is uniform in space and constant in time.
Hydraulic conductivity is constant in time.
Gradients of fluid density, viscosity, and temperature do not affect the fluid velocity (MOC-Dense relaxes these requirements).
No chemical reactions (except decay and LEA).
Ionic and molecular diffusion are negligible compared to hydrodynamic dispersion.
Vertical variations in head and concentration are negligible.
Aquifer is homogeneous and isotropic with respect to the dispersivity field.
Numerical Methods:
Flow equation assumes coordinate axes are aligned with principal directions of hydraulic anisotropy. An implicit finite difference solution by ADI method is used to compute head(x,y,t)
Numerical differentiation by centered finite difference to compute grad(head(x,y,t)$
Transport solves the diffusion equation along a characteristic line. Particle tracking is used to determine the characteristic trajectory; produces a system of ODE’s along the characteristics.
Reuse of the ADI method on a finite differences is used to solve system of parabolic ODE’s for concentration centered at computation particle. Superposition is then applied to recover concentration (for all particles tracked). The result is C(x,y,t)
USGS-MOC (Method of Characteristics) Model
Particles have concentrations instead of mass (different from DPRW)
Average concentration of a cell is:\(C_j = \sum_{i=1}^{NP} \frac{C_i^j}{NP}\) where \(C_i\) is the concentration of the \(i\)-th particle located in cell \(j\).
A particle moves under advective forces the same way as in DPRW (ie. \(x_{pk} =x_{pk-1} + \Delta t V_x [x_{pk} ; t]\))
Velocities (local) are computed using bi-linear interpolation.
Bi-Linear Interpolation (MOC)
\(V_x^p = \frac{V_x(i,j) + V_x(i,j+1) + V_x(i+1/2,j) + V_x(i+1/2,j+1)}{4}\)
\(V_y^p = \frac{V_y(i,j) + V_y(i+1,j) + V_y(i,j+1/2) + V_y(i+1,j+1/2)}{4}\)
see pg. 5 of documentation for more detail.
After advective move of particles dispersive spreading is computed from
\[\frac{DC}{Dt} = \frac{1}{b} [ \frac{\partial}{\partial x_i}( bD_{ij} \frac{\partial C}{\partial x_{j}} ) ]~~\text{for} i=1,2; j=1,2\]
where \(\frac{DC}{Dt}\) is the material (or total derivative).
This equation has same structure as flow equation and is calculated using similar methods.
Note
Equation 39 in the documentation is explicitly solved during the particle movement phase.
Lastly, concentrations are adjusted for decay in a manner analogous to DPRW (or simply using 1st-order decay). Read pp 11-12 about stability.
Boundary conditions: constant flux and constant head.
Note
The model requires a no-flow boundary around the modeled area and this requirement must be explicitly included when constructing the input file.
Read pp 14-19 carefully.
Setting up a model¶
As users we have to translate the conceptual model into input files for the code to solve.
USGS MOC Data Files
The data file contains records (cards, rows) that have fields (groups of columns) that tell MOC what to simulate.
Consider “input file” below:
The first record for MOC is a title record that can contain anything you want - usually it is filled with some useful title: “EXAMPLE PROBLEM #3 – TEST PROBLEM FOR ….” Remaining records describe the conceptual model to the computer.
The figure below examines some of the input file structure
Record 2 contains 18 items as follows:
NTIM– time steps/stress periodNPMP– # stress periodsNX– x direction mesh sizeNY– y direction mesh sizeNPMAX– maximum particles in system (use 3200)NPNT– time steps for printingNITP– Use 7NUMOBS– number of observations (5 max unless you recompile code)ITMAX– Iterations for ADI (Use 100 for first guess)NREC– # pumping/recharge wellsNPTPND– # particles per node (Use 9 unless too slow, use 4)NCODES– up to 10, used to define IC’s & BC’sNPNTMV– usually use 0, example uses 10.NPNTVL– usually use 1 or 2.NPNTD– see documentation.NPDELC– see documentation.NPNCHV– use 0 (unless you have compiler, and know what punching to a “unit” means)NREACT– 0 non-reactive system; 1 otherwise.
Record 3 contains 12 items as follows:
PINT– pump period (years)TOL– stopping criterion - keep fairly small 0.0001POROS– PorosityBETA– Longitudinal dispersivity in feetS– storage coefficientTIMX– time step multiplierTINIT– Initial time stepXDEL– delta xYDEL– delta yDLTRAT- transverse dispersivity/longitudinal dispersivityCELDIS– see documentationANFCTR– ratio of transmissivity in y direction to transmissivity in x direction (\(\frac{T_x}{T_y}\)).
Record(s) 4 - NREC
Various items, like head arrays, transmissivity arrays and similar data structures.
See documentation.
Example 1¶
Alluvial valley with lakes as shown. Mountains are hydrogeologic barriers. Region is arid.
Problem: Fuel spill at parking area near lake introduces contamination at 100 mg/l over area shown; How will plume spread over time?
Conceptual model:¶
Assume 2D confined flow approximation is valid (small drawdowns compared to saturated thickness)
No pumping
Recharge = Evaporation (so net rainfall to aquifer is negligible)
Mountains are no-flow boundaries.
Translate into a computational grid:
Using the sketch above we can construct an input file for USGS-MOC to study the question.
Input Data - The conceptual model can be entered as (1) No dispersion (2) Dispersion
Case (1)¶
Heres what the file looks like:
Example 1 From Notes -- Zero Dispersion Simulation
1,1,9,9,3200,1,7,1,100,0,9,2,10,1,0,0,0,0
2.0,0.001,0.30,0.0,0.0,0.0,0.0,900.0,900.0,0.30,0.49,1.0
5,5 Observation Well
0 0.1 Transmissivity
0 20.0 Thickness
0 0.0 Recharge
1 1.0 Boundary and I/C array
0 0 0 0 0 0 0 0 0
0 0 0 0 0 1 1 1 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 2 2 2 0 0 0 0 0
0 0 0 0 0 0 0 0 0
1,1.00,0.00,0.00,0 Leakance terms at special nodes
2,1.00,0.00,0.00,0
1 100.0 initial head
0 0 0 0 0 0 0 0 0
0 0 0 0 0 1 1 1 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 .8 .8 .8 0 0 0 0 0
0 0 0 0 0 0 0 0 0
1 100.0 initial concentration
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 1 1 1 1 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
2.65,0.0,0.0 rho-s,Kd,lambda
Here is the file for using with the Windows application MOC01.INP (Windows)
The script below runs it on the ARM-based webserver (slightly different syntax, but uses same input file)
! cp ./armmoc/bin/usgsmoc.exe ./
! cp ./armmoc/example01/MOC01.INP ./
! cp ./armmoc/example01/moc01.sup ./
! ./usgsmoc.exe < moc01.sup ;
# next line lists output file on server - probably want to use an editor to parse the file for map making
! cat MOC01-NO-D.OUT ;
1U.S.G.S. METHOD-OF-CHARACTERISTICS MODEL FOR SOLUTE TRANSPORT IN GROUND WATER
0Example 1 From Notes -- Zero Dispersion Simulation
0 I N P U T D A T A
0 GRID DESCRIPTORS
NX (NUMBER OF COLUMNS) = 9
NY (NUMBER OF ROWS) = 9
XDEL (X-DISTANCE IN FEET) = 900.0
YDEL (Y-DISTANCE IN FEET) = 900.0
0 TIME PARAMETERS
NTIM (MAX. NO. OF TIME STEPS) = 1
NPMP (NO. OF PUMPING PERIODS) = 1
PINT (PUMPING PERIOD IN YEARS) = 2.000
TIMX (TIME INCREMENT MULTIPLIER) = 0.00
TINIT (INITIAL TIME STEP IN SEC.) = 0.
0 HYDROLOGIC AND CHEMICAL PARAMETERS
S (STORAGE COEFFICIENT) = 0.000000
POROS (EFFECTIVE POROSITY) = 0.300
BETA (LONGITUDINAL DISPERSIVITY) = 0.0
DLTRAT (RATIO OF TRANSVERSE TO
LONGITUDINAL DISPERSIVITY) = 0.30
ANFCTR (RATIO OF T-YY TO T-XX) = 1.000000
0 EXECUTION PARAMETERS
NITP (NO. OF ITERATION PARAMETERS) = 7
TOL (CONVERGENCE CRITERIA - ADIP) = 0.10E-02
ITMAX (MAX.NO.OF ITERATIONS - ADIP) = 100
CELDIS (MAX.CELL DISTANCE PER MOVE
OF PARTICLES - M.O.C.) = 0.490
NPMAX (MAX. NO. OF PARTICLES) = 3200
NPTPND (NO. PARTICLES PER NODE) = 9
1
0 PROGRAM OPTIONS
NPNT (TIME STEP INTERVAL FOR
COMPLETE PRINTOUT) = 1
NPNTMV (MOVE INTERVAL FOR CHEM.
CONCENTRATION PRINTOUT) = 10
NPNTVL (TIME STEP INTERVAL FOR
VELOCITY PRINTOUT; 0=NEVER;
-1=FIRST TIME STEP;
-2=LAST TIME STEP) = 1
NPNTD (PRINT OPTION-DISP.COEF.
0=NO; 1=FIRST TIME STEP;
2=ALL TIME STEPS) = 0
NUMOBS (NO. OF OBSERVATION WELLS
FOR HYDROGRAPH PRINTOUT) = 1
NREC (NO. OF PUMPING WELLS) = 0
NCODES (FOR NODE IDENT.) = 2
NPNCHV (TIME STEP INTERVAL FOR
VELOCITY PRINTOUT ON
FILE UNIT 7; 0=NEVER;
-1=FIRST TIME STEP;
-2=LAST TIME STEP) = 0
NPDELC (PRINT OPT.-CONC. CHANGE) = 0
0 REACTION TERMS
DK (DISTRIBUTION COEFFICIENT) = 0.00000E+00
RHOB (BULK DENSITY OF SOLIDS) = 0.00000E+00
RF (RETARDATION FACTOR) = 0.10000E+01
THALF (HALF LIFE OF DECAY,IN SEC)= 0.00000E+00
DECAY (DECAY CONSTANT=LN 2/THALF)= 0.00000E+00
1 STEADY-STATE FLOW
TIME INTERVALS (IN SEC) FOR SOLUTE-TRANSPORT SIMULATION
0.63115E+08
0 LOCATION OF OBSERVATION WELLS
NO. X Y
1 5 5
0 AREA OF ONE CELL = 0.8100E+06
0 X-Y SPACING:
900.00
900.00
1TRANSMISSIVITY MAP (FT*FT/SEC)
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 0.00E+00
0.00E+00 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 0.00E+00
0.00E+00 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 0.00E+00
0.00E+00 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 0.00E+00
0.00E+00 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 0.00E+00
0.00E+00 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 0.00E+00
0.00E+00 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
1AQUIFER THICKNESS (FT)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 0.0
0.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 0.0
0.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 0.0
0.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 0.0
0.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 0.0
0.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 0.0
0.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
1DIFFUSE RECHARGE AND DISCHARGE (FT/SEC)
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
1PERMEABILTY MAP (FT/SEC)
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 0.00E+00
0.00E+00 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 0.00E+00
0.00E+00 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 0.00E+00
0.00E+00 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 0.00E+00
0.00E+00 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 0.00E+00
0.00E+00 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 0.00E+00
0.00E+00 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0 NO. OF FINITE-DIFFERENCE CELLS IN AQUIFER = 49
AREA OF AQUIFER IN MODEL = 0.39690E+08 SQ. FT.
NZCRIT (MAX. NO. OF CELLS THAT CAN BE VOID OF
PARTICLES; IF EXCEEDED, PARTICLES ARE REGENERATED) = 1
1NODE IDENTIFICATION MAP
0 0 0 0 0 0 0 0 0
0 0 0 0 0 1 1 1 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 2 2 2 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 NO. OF NODE IDENT. CODES SPECIFIED = 2
0 THE FOLLOWING ASSIGNMENTS HAVE BEEN MADE:
CODE NO. LEAKANCE SOURCE CONC. RECHARGE
0 1 0.100E+01 0.00
0 2 0.100E+01 0.00
1VERTICAL PERMEABILITY/THICKNESS (FT/(FT*SEC))
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.00E+00 1.00E+00 1.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 1.00E+00 1.00E+00 1.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
1WATER TABLE
0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 100. 100. 100. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 80. 80. 80. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0.
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 0
TIME(SECONDS) = 0.0000
TIME(DAYS) = 0.00000E+00
TIME(YEARS) = 0.00000E+00
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 100.0000000 100.0000000 100.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 80.0000000 80.0000000 80.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
1ITERATION PARAMETERS
0.304617E-01
0.545083E-01
0.975371E-01
0.174533
0.312309
0.558846
1.00000
1CONCENTRATION
NUMBER OF TIME STEPS = 0
TIME(SECONDS) = 0.0000
CHEM.TIME(SECONDS) = 0.00000E+00
CHEM.TIME(DAYS) = 0.00000E+00
TIME(YEARS) = 0.00000E+00
CHEM.TIME(YEARS) = 0.00000E+00
NO. MOVES COMPLETED = 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 100 100 100 100 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0
N = 1
NUMBER OF ITERATIONS = 21
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 1
TIME(SECONDS) = 0.63115E+08
TIME(DAYS) = 0.73050E+03
TIME(YEARS) = 0.20000E+01
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 91.2600937 91.9314154 93.3617891 95.8106718 99.9999990 99.9999996 99.9999996 0.0000000
0 0.0000000 90.5887555 91.1718274 92.3433005 94.0700473 96.0735067 96.8552139 97.1476029 0.0000000
0 0.0000000 89.3340897 89.8235018 90.7690936 92.0526166 93.3686344 94.1995344 94.5875248 0.0000000
0 0.0000000 87.5897480 88.0186605 88.8565765 90.0025203 91.1485704 91.9864809 92.4152975 0.0000000
0 0.0000000 85.4162959 85.8045092 86.6356901 87.9521521 89.2363045 90.1822147 90.6716888 0.0000000
0 0.0000000 82.8544910 83.1471064 83.9292131 85.9339228 87.6619020 88.8340484 89.4172905 0.0000000
0 0.0000000 80.0000004 80.0000004 80.0000010 84.1923304 86.6428873 88.0744501 88.7458785 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 1
TIME(SECONDS) = 0.63115E+08
TIME(DAYS) = 0.73050E+03
TIME(YEARS) = 0.20000E+01
0 0 0 0 0 0 0 0 0 0
0 0 91 92 93 96 100 100 100 0
0 0 91 91 92 94 96 97 97 0
0 0 89 90 91 92 93 94 95 0
0 0 88 88 89 90 91 92 92 0
0 0 85 86 87 88 89 90 91 0
0 0 83 83 84 86 88 89 89 0
0 0 80 80 80 84 87 88 89 0
0 0 0 0 0 0 0 0 0 0
1DRAWDOWN
0 0 0 0 0 0 0 0 0
0 -91 -92 -93 -96 0 0 0 0
0 -91 -91 -92 -94 -96 -97 -97 0
0 -89 -90 -91 -92 -93 -94 -95 0
0 -88 -88 -89 -90 -91 -92 -92 0
0 -85 -86 -87 -88 -89 -90 -91 0
0 -83 -83 -84 -86 -88 -89 -89 0
0 0 0 0 -84 -87 -88 -89 0
0 0 0 0 0 0 0 0 0
0 CUMULATIVE MASS BALANCE -- (IN FT**3)
RECHARGE AND INJECTION = 0.00000E+00
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
CUMULATIVE NET PUMPAGE = 0.00000E+00
WATER RELEASE FROM STORAGE = 0.00000E+00
LEAKAGE INTO AQUIFER = 0.89077E+08
LEAKAGE OUT OF AQUIFER = -0.89136E+08
CUMULATIVE NET LEAKAGE = -0.59690E+05
0 MASS BALANCE RESIDUAL = -59690.
ERROR (AS PERCENT) = -0.66988E-01
0 RATE MASS BALANCE -- (IN C.F.S.)
LEAKAGE INTO AQUIFER = 0.14113E+01
LEAKAGE OUT OF AQUIFER = -0.14123E+01
NET LEAKAGE (QNET) = -0.94574E-03
RECHARGE AND INJECTION = 0.00000E+00
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
NET WITHDRAWAL (TPUM) = 0.00000E+00
1X VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00 -6.216E-06 -1.946E-05 -3.592E-05 -6.146E-05 -3.879E-05 -6.017E-12 -3.342E-13 0.000E+00
0.000E+00 -5.399E-06 -1.625E-05 -2.684E-05 -3.454E-05 -2.579E-05 -9.945E-06 -2.707E-06 0.000E+00
0.000E+00 -4.532E-06 -1.329E-05 -2.064E-05 -2.407E-05 -1.988E-05 -1.129E-05 -3.593E-06 0.000E+00
0.000E+00 -3.971E-06 -1.173E-05 -1.837E-05 -2.122E-05 -1.837E-05 -1.173E-05 -3.971E-06 0.000E+00
0.000E+00 -3.595E-06 -1.129E-05 -1.989E-05 -2.408E-05 -2.065E-05 -1.329E-05 -4.532E-06 0.000E+00
0.000E+00 -2.709E-06 -9.951E-06 -2.580E-05 -3.456E-05 -2.685E-05 -1.625E-05 -5.400E-06 0.000E+00
0.000E+00 -3.345E-13 -6.020E-12 -3.882E-05 -6.151E-05 -3.595E-05 -1.947E-05 -6.217E-06 0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
1Y VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00 6.216E-06 7.033E-06 9.430E-06 1.612E-05 3.636E-05 2.912E-05 2.641E-05 0.000E+00
0.000E+00 1.783E-05 1.952E-05 2.401E-05 3.480E-05 6.140E-05 5.371E-05 5.012E-05 0.000E+00
0.000E+00 2.777E-05 2.920E-05 3.228E-05 3.766E-05 4.560E-05 4.508E-05 4.382E-05 0.000E+00
0.000E+00 3.628E-05 3.721E-05 3.827E-05 3.797E-05 3.826E-05 3.720E-05 3.626E-05 0.000E+00
0.000E+00 4.384E-05 4.511E-05 4.562E-05 3.767E-05 3.228E-05 2.919E-05 2.776E-05 0.000E+00
0.000E+00 5.015E-05 5.375E-05 6.144E-05 3.481E-05 2.401E-05 1.952E-05 1.783E-05 0.000E+00
0.000E+00 2.643E-05 2.914E-05 3.638E-05 1.613E-05 9.435E-06 7.033E-06 6.217E-06 0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
1 STABILITY CRITERIA --- M.O.C.
0 MAXIMUM FLUID VELOCITIES: X-VEL = 7.76E-05 Y-VEL = 7.28E-05
0 TMV (MAX. INJ.) = 0.59881E+07
TIMV (CELDIS) = 0.56804E+07
0 TIMV = 5.68E+06 NTIMV = 11 NMOV = 12
TIM (N) = 0.63115E+08
TIMEVELO = 0.52596E+07
0 THE LIMITING STABILITY CRITERION IS CELDIS
MAX. X-VEL. IS CONSTRAINT AND OCCURS BETWEEN NODES ( 4, 8) AND ( 5, 8)
0 NO. OF PARTICLE MOVES REQUIRED TO COMPLETE THIS TIME STEP = 12
0 NP = 441 IMOV = 1
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.52596E+07
0 NP = 441 IMOV = 2
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.10519E+08
0 NP = 442 IMOV = 3
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.15779E+08
0 NP = 442 IMOV = 4
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.21038E+08
0 NP = 444 IMOV = 5
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.26298E+08
0 NP = 451 IMOV = 6
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.31558E+08
0 NP = 453 IMOV = 7
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.36817E+08
0 NP = 453 IMOV = 8
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.42077E+08
0 NP = 460 IMOV = 9
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.47336E+08
0 NP = 460 IMOV = 10
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.52596E+08
1CONCENTRATION
NUMBER OF TIME STEPS = 1
DELTA T = 0.63115E+08
TIME(SECONDS) = 0.63115E+08
CHEM.TIME(SECONDS) = 0.52596E+08
CHEM.TIME(DAYS) = 0.60875E+03
TIME(YEARS) = 0.20000E+01
CHEM.TIME(YEARS) = 0.16667E+01
NO. MOVES COMPLETED = 10
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 22 0 0 0 0 0 0
0 0 0 20 75 33 22 25 33 0
0 0 0 0 22 50 40 33 25 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = 0.00000E+00
MASS PUMPED IN = -0.00000E+00
MASS PUMPED OUT = -0.00000E+00
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = 0.00000E+00
INITIAL MASS DISSOLVED = 0.19440E+10
PRESENT MASS DISSOLVED = 0.19521E+10
CHANGE MASS DISSOLVED = 0.81000E+07
CHANGE TOTL.MASS STORED= 0.81000E+07
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = -0.81000E+07
ERROR (AS PERCENT) = 0.00000E+00
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = 0.41667E+00
0 NP = 460 IMOV = 11
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.57856E+08
0 NP = 466 IMOV = 12
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.63115E+08
1CONCENTRATION
NUMBER OF TIME STEPS = 1
DELTA T = 0.63115E+08
TIME(SECONDS) = 0.63115E+08
CHEM.TIME(SECONDS) = 0.63115E+08
CHEM.TIME(DAYS) = 0.73050E+03
TIME(YEARS) = 0.20000E+01
CHEM.TIME(YEARS) = 0.20000E+01
NO. MOVES COMPLETED = 12
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 50 25 0 0 0 0 0
0 0 0 20 78 67 38 75 60 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = 0.00000E+00
MASS PUMPED IN = -0.00000E+00
MASS PUMPED OUT = -0.00000E+00
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = 0.00000E+00
INITIAL MASS DISSOLVED = 0.19440E+10
PRESENT MASS DISSOLVED = 0.20021E+10
CHANGE MASS DISSOLVED = 0.58050E+08
CHANGE TOTL.MASS STORED= 0.58050E+08
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = -0.58050E+08
ERROR (AS PERCENT) = 0.00000E+00
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = 0.29861E+01
1Example 1 From Notes -- Zero Dispersion Simulation
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 1
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 5 5
0 0.0 0.0 0.000
1 90.0 0.0 0.167
2 90.0 0.0 0.333
3 90.0 0.0 0.500
4 90.0 0.0 0.667
5 90.0 18.2 0.833
6 90.0 37.5 1.000
7 90.0 71.4 1.167
8 90.0 87.5 1.333
9 90.0 66.7 1.500
10 90.0 33.3 1.667
11 90.0 0.0 1.833
12 90.0 0.0 2.000
END OF SIMULATION BY USGS MOC
We can use this data file for case 2 by changing the longitudinal dispersivity term from 0 to 90 (or whatever mixing length is appropriate).
Case (2)¶
Modify above
Example 1 From Notes -- Non-Zero Dispersion Simulation
1,1,9,9,3200,1,7,1,100,0,9,2,10,1,0,0,0,0
2.0,0.001,0.30,90.0,0.0,0.0,0.0,900.0,900.0,0.30,0.49,1.0
5,5 Observation Well
0 0.1 Transmissivity
0 20.0 Thickness
0 0.0 Recharge
1 1.0 Boundary and I/C array
0 0 0 0 0 0 0 0 0
0 0 0 0 0 1 1 1 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 2 2 2 0 0 0 0 0
0 0 0 0 0 0 0 0 0
1,1.00,0.00,0.00,0 Leakance terms at special nodes
2,1.00,0.00,0.00,0
1 100.0 initial head
0 0 0 0 0 0 0 0 0
0 0 0 0 0 1 1 1 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 .8 .8 .8 0 0 0 0 0
0 0 0 0 0 0 0 0 0
1 100.0 initial concentration
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 1 1 1 1 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
2.65,0.0,0.0 rho-s,Kd,lambda
Below is the output with dispersion active
! cat MOC01-YES-D.OUT ;
1U.S.G.S. METHOD-OF-CHARACTERISTICS MODEL FOR SOLUTE TRANSPORT IN GROUND WATER
0Example 1 From Notes -- Non-Zero Dispersion Simulation
0 I N P U T D A T A
0 GRID DESCRIPTORS
NX (NUMBER OF COLUMNS) = 9
NY (NUMBER OF ROWS) = 9
XDEL (X-DISTANCE IN FEET) = 900.0
YDEL (Y-DISTANCE IN FEET) = 900.0
0 TIME PARAMETERS
NTIM (MAX. NO. OF TIME STEPS) = 1
NPMP (NO. OF PUMPING PERIODS) = 1
PINT (PUMPING PERIOD IN YEARS) = 2.000
TIMX (TIME INCREMENT MULTIPLIER) = 0.00
TINIT (INITIAL TIME STEP IN SEC.) = 0.
0 HYDROLOGIC AND CHEMICAL PARAMETERS
S (STORAGE COEFFICIENT) = 0.000000
POROS (EFFECTIVE POROSITY) = 0.300
BETA (LONGITUDINAL DISPERSIVITY) = 90.0
DLTRAT (RATIO OF TRANSVERSE TO
LONGITUDINAL DISPERSIVITY) = 0.30
ANFCTR (RATIO OF T-YY TO T-XX) = 1.000000
0 EXECUTION PARAMETERS
NITP (NO. OF ITERATION PARAMETERS) = 7
TOL (CONVERGENCE CRITERIA - ADIP) = 0.10E-02
ITMAX (MAX.NO.OF ITERATIONS - ADIP) = 100
CELDIS (MAX.CELL DISTANCE PER MOVE
OF PARTICLES - M.O.C.) = 0.490
NPMAX (MAX. NO. OF PARTICLES) = 3200
NPTPND (NO. PARTICLES PER NODE) = 9
1
0 PROGRAM OPTIONS
NPNT (TIME STEP INTERVAL FOR
COMPLETE PRINTOUT) = 1
NPNTMV (MOVE INTERVAL FOR CHEM.
CONCENTRATION PRINTOUT) = 10
NPNTVL (TIME STEP INTERVAL FOR
VELOCITY PRINTOUT; 0=NEVER;
-1=FIRST TIME STEP;
-2=LAST TIME STEP) = 1
NPNTD (PRINT OPTION-DISP.COEF.
0=NO; 1=FIRST TIME STEP;
2=ALL TIME STEPS) = 0
NUMOBS (NO. OF OBSERVATION WELLS
FOR HYDROGRAPH PRINTOUT) = 1
NREC (NO. OF PUMPING WELLS) = 0
NCODES (FOR NODE IDENT.) = 2
NPNCHV (TIME STEP INTERVAL FOR
VELOCITY PRINTOUT ON
FILE UNIT 7; 0=NEVER;
-1=FIRST TIME STEP;
-2=LAST TIME STEP) = 0
NPDELC (PRINT OPT.-CONC. CHANGE) = 0
0 REACTION TERMS
DK (DISTRIBUTION COEFFICIENT) = 0.00000E+00
RHOB (BULK DENSITY OF SOLIDS) = 0.00000E+00
RF (RETARDATION FACTOR) = 0.10000E+01
THALF (HALF LIFE OF DECAY,IN SEC)= 0.00000E+00
DECAY (DECAY CONSTANT=LN 2/THALF)= 0.00000E+00
1 STEADY-STATE FLOW
TIME INTERVALS (IN SEC) FOR SOLUTE-TRANSPORT SIMULATION
0.63115E+08
0 LOCATION OF OBSERVATION WELLS
NO. X Y
1 5 5
0 AREA OF ONE CELL = 0.8100E+06
0 X-Y SPACING:
900.00
900.00
1TRANSMISSIVITY MAP (FT*FT/SEC)
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 0.00E+00
0.00E+00 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 0.00E+00
0.00E+00 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 0.00E+00
0.00E+00 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 0.00E+00
0.00E+00 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 0.00E+00
0.00E+00 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 0.00E+00
0.00E+00 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 1.00E-01 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
1AQUIFER THICKNESS (FT)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 0.0
0.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 0.0
0.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 0.0
0.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 0.0
0.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 0.0
0.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 0.0
0.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
1DIFFUSE RECHARGE AND DISCHARGE (FT/SEC)
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
1PERMEABILTY MAP (FT/SEC)
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 0.00E+00
0.00E+00 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 0.00E+00
0.00E+00 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 0.00E+00
0.00E+00 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 0.00E+00
0.00E+00 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 0.00E+00
0.00E+00 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 0.00E+00
0.00E+00 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 5.00E-03 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0 NO. OF FINITE-DIFFERENCE CELLS IN AQUIFER = 49
AREA OF AQUIFER IN MODEL = 0.39690E+08 SQ. FT.
NZCRIT (MAX. NO. OF CELLS THAT CAN BE VOID OF
PARTICLES; IF EXCEEDED, PARTICLES ARE REGENERATED) = 1
1NODE IDENTIFICATION MAP
0 0 0 0 0 0 0 0 0
0 0 0 0 0 1 1 1 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 2 2 2 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 NO. OF NODE IDENT. CODES SPECIFIED = 2
0 THE FOLLOWING ASSIGNMENTS HAVE BEEN MADE:
CODE NO. LEAKANCE SOURCE CONC. RECHARGE
0 1 0.100E+01 0.00
0 2 0.100E+01 0.00
1VERTICAL PERMEABILITY/THICKNESS (FT/(FT*SEC))
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.00E+00 1.00E+00 1.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 1.00E+00 1.00E+00 1.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
1WATER TABLE
0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 100. 100. 100. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 80. 80. 80. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0.
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 0
TIME(SECONDS) = 0.0000
TIME(DAYS) = 0.00000E+00
TIME(YEARS) = 0.00000E+00
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 100.0000000 100.0000000 100.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 80.0000000 80.0000000 80.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
1ITERATION PARAMETERS
0.304617E-01
0.545083E-01
0.975371E-01
0.174533
0.312309
0.558846
1.00000
1CONCENTRATION
NUMBER OF TIME STEPS = 0
TIME(SECONDS) = 0.0000
CHEM.TIME(SECONDS) = 0.00000E+00
CHEM.TIME(DAYS) = 0.00000E+00
TIME(YEARS) = 0.00000E+00
CHEM.TIME(YEARS) = 0.00000E+00
NO. MOVES COMPLETED = 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 100 100 100 100 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0
N = 1
NUMBER OF ITERATIONS = 21
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 1
TIME(SECONDS) = 0.63115E+08
TIME(DAYS) = 0.73050E+03
TIME(YEARS) = 0.20000E+01
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 91.2600937 91.9314154 93.3617891 95.8106718 99.9999990 99.9999996 99.9999996 0.0000000
0 0.0000000 90.5887555 91.1718274 92.3433005 94.0700473 96.0735067 96.8552139 97.1476029 0.0000000
0 0.0000000 89.3340897 89.8235018 90.7690936 92.0526166 93.3686344 94.1995344 94.5875248 0.0000000
0 0.0000000 87.5897480 88.0186605 88.8565765 90.0025203 91.1485704 91.9864809 92.4152975 0.0000000
0 0.0000000 85.4162959 85.8045092 86.6356901 87.9521521 89.2363045 90.1822147 90.6716888 0.0000000
0 0.0000000 82.8544910 83.1471064 83.9292131 85.9339228 87.6619020 88.8340484 89.4172905 0.0000000
0 0.0000000 80.0000004 80.0000004 80.0000010 84.1923304 86.6428873 88.0744501 88.7458785 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 1
TIME(SECONDS) = 0.63115E+08
TIME(DAYS) = 0.73050E+03
TIME(YEARS) = 0.20000E+01
0 0 0 0 0 0 0 0 0 0
0 0 91 92 93 96 100 100 100 0
0 0 91 91 92 94 96 97 97 0
0 0 89 90 91 92 93 94 95 0
0 0 88 88 89 90 91 92 92 0
0 0 85 86 87 88 89 90 91 0
0 0 83 83 84 86 88 89 89 0
0 0 80 80 80 84 87 88 89 0
0 0 0 0 0 0 0 0 0 0
1DRAWDOWN
0 0 0 0 0 0 0 0 0
0 -91 -92 -93 -96 0 0 0 0
0 -91 -91 -92 -94 -96 -97 -97 0
0 -89 -90 -91 -92 -93 -94 -95 0
0 -88 -88 -89 -90 -91 -92 -92 0
0 -85 -86 -87 -88 -89 -90 -91 0
0 -83 -83 -84 -86 -88 -89 -89 0
0 0 0 0 -84 -87 -88 -89 0
0 0 0 0 0 0 0 0 0
0 CUMULATIVE MASS BALANCE -- (IN FT**3)
RECHARGE AND INJECTION = 0.00000E+00
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
CUMULATIVE NET PUMPAGE = 0.00000E+00
WATER RELEASE FROM STORAGE = 0.00000E+00
LEAKAGE INTO AQUIFER = 0.89077E+08
LEAKAGE OUT OF AQUIFER = -0.89136E+08
CUMULATIVE NET LEAKAGE = -0.59690E+05
0 MASS BALANCE RESIDUAL = -59690.
ERROR (AS PERCENT) = -0.66988E-01
0 RATE MASS BALANCE -- (IN C.F.S.)
LEAKAGE INTO AQUIFER = 0.14113E+01
LEAKAGE OUT OF AQUIFER = -0.14123E+01
NET LEAKAGE (QNET) = -0.94574E-03
RECHARGE AND INJECTION = 0.00000E+00
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
NET WITHDRAWAL (TPUM) = 0.00000E+00
1X VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00 -6.216E-06 -1.946E-05 -3.592E-05 -6.146E-05 -3.879E-05 -6.017E-12 -3.342E-13 0.000E+00
0.000E+00 -5.399E-06 -1.625E-05 -2.684E-05 -3.454E-05 -2.579E-05 -9.945E-06 -2.707E-06 0.000E+00
0.000E+00 -4.532E-06 -1.329E-05 -2.064E-05 -2.407E-05 -1.988E-05 -1.129E-05 -3.593E-06 0.000E+00
0.000E+00 -3.971E-06 -1.173E-05 -1.837E-05 -2.122E-05 -1.837E-05 -1.173E-05 -3.971E-06 0.000E+00
0.000E+00 -3.595E-06 -1.129E-05 -1.989E-05 -2.408E-05 -2.065E-05 -1.329E-05 -4.532E-06 0.000E+00
0.000E+00 -2.709E-06 -9.951E-06 -2.580E-05 -3.456E-05 -2.685E-05 -1.625E-05 -5.400E-06 0.000E+00
0.000E+00 -3.345E-13 -6.020E-12 -3.882E-05 -6.151E-05 -3.595E-05 -1.947E-05 -6.217E-06 0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
1Y VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00 6.216E-06 7.033E-06 9.430E-06 1.612E-05 3.636E-05 2.912E-05 2.641E-05 0.000E+00
0.000E+00 1.783E-05 1.952E-05 2.401E-05 3.480E-05 6.140E-05 5.371E-05 5.012E-05 0.000E+00
0.000E+00 2.777E-05 2.920E-05 3.228E-05 3.766E-05 4.560E-05 4.508E-05 4.382E-05 0.000E+00
0.000E+00 3.628E-05 3.721E-05 3.827E-05 3.797E-05 3.826E-05 3.720E-05 3.626E-05 0.000E+00
0.000E+00 4.384E-05 4.511E-05 4.562E-05 3.767E-05 3.228E-05 2.919E-05 2.776E-05 0.000E+00
0.000E+00 5.015E-05 5.375E-05 6.144E-05 3.481E-05 2.401E-05 1.952E-05 1.783E-05 0.000E+00
0.000E+00 2.643E-05 2.914E-05 3.638E-05 1.613E-05 9.435E-06 7.033E-06 6.217E-06 0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
1 STABILITY CRITERIA --- M.O.C.
0 MAXIMUM FLUID VELOCITIES: X-VEL = 7.76E-05 Y-VEL = 7.28E-05
0 TMV (MAX. INJ.) = 0.59881E+07
TIMV (CELDIS) = 0.56804E+07
0 TIMV = 5.68E+06 NTIMV = 11 NMOV = 12
TIM (N) = 0.63115E+08
TIMEVELO = 0.52596E+07
TIMEDISP = 0.30716E+08
0 TIMV = 5.26E+06 NTIMD = 2 NMOV = 12
0 THE LIMITING STABILITY CRITERION IS CELDIS
MAX. X-VEL. IS CONSTRAINT AND OCCURS BETWEEN NODES ( 4, 8) AND ( 5, 8)
0 NO. OF PARTICLE MOVES REQUIRED TO COMPLETE THIS TIME STEP = 12
0 NP = 441 IMOV = 1
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.52596E+07
0 NP = 441 IMOV = 2
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.10519E+08
0 NP = 442 IMOV = 3
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.15779E+08
0 NP = 442 IMOV = 4
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.21038E+08
0 NP = 444 IMOV = 5
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.26298E+08
0 NP = 451 IMOV = 6
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.31558E+08
0 NP = 453 IMOV = 7
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.36817E+08
0 NP = 453 IMOV = 8
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.42077E+08
0 NP = 460 IMOV = 9
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.47336E+08
0 NP = 460 IMOV = 10
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.52596E+08
1CONCENTRATION
NUMBER OF TIME STEPS = 1
DELTA T = 0.63115E+08
TIME(SECONDS) = 0.63115E+08
CHEM.TIME(SECONDS) = 0.52596E+08
CHEM.TIME(DAYS) = 0.60875E+03
TIME(YEARS) = 0.20000E+01
CHEM.TIME(YEARS) = 0.16667E+01
NO. MOVES COMPLETED = 10
0 0 0 0 0 0 0 0 0 0
0 0 0 2 1 0 0 0 0 0
0 0 0 2 2 1 0 1 1 0
0 0 0 18 5 6 5 5 5 0
0 0 1 20 53 26 20 22 27 0
0 0 1 4 26 41 34 30 26 0
0 0 0 2 6 5 3 3 2 0
0 0 0 0 1 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = -0.33798E+07
MASS PUMPED IN = -0.00000E+00
MASS PUMPED OUT = -0.00000E+00
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = -0.33798E+07
INITIAL MASS DISSOLVED = 0.19440E+10
PRESENT MASS DISSOLVED = 0.19762E+10
CHANGE MASS DISSOLVED = 0.32196E+08
CHANGE TOTL.MASS STORED= 0.32196E+08
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = -0.35576E+08
ERROR (AS PERCENT) = 0.00000E+00
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = 0.18269E+01
0 NP = 460 IMOV = 11
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.57856E+08
0 NP = 466 IMOV = 12
TIM(N) = 0.63115E+08 TIMV = 0.52596E+07 SUMTCH = 0.63115E+08
1CONCENTRATION
NUMBER OF TIME STEPS = 1
DELTA T = 0.63115E+08
TIME(SECONDS) = 0.63115E+08
CHEM.TIME(SECONDS) = 0.63115E+08
CHEM.TIME(DAYS) = 0.73050E+03
TIME(YEARS) = 0.20000E+01
CHEM.TIME(YEARS) = 0.20000E+01
NO. MOVES COMPLETED = 12
0 0 0 0 0 0 0 0 0 0
0 0 0 2 0 0 0 0 0 0
0 0 0 3 1 0 0 0 1 0
0 0 0 3 5 3 2 2 2 0
0 0 1 37 20 9 8 8 8 0
0 0 1 21 55 46 28 54 43 0
0 0 0 5 10 7 6 4 4 0
0 0 0 1 3 1 0 0 0 0
0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = -0.20571E+08
MASS PUMPED IN = -0.00000E+00
MASS PUMPED OUT = -0.00000E+00
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = -0.20571E+08
INITIAL MASS DISSOLVED = 0.19440E+10
PRESENT MASS DISSOLVED = 0.19775E+10
CHANGE MASS DISSOLVED = 0.33518E+08
CHANGE TOTL.MASS STORED= 0.33518E+08
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = -0.54089E+08
ERROR (AS PERCENT) = 0.00000E+00
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = 0.27532E+01
1Example 1 From Notes -- Non-Zero Dispersion Simulation
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 1
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 5 5
0 0.0 0.0 0.000
1 90.0 0.4 0.167
2 90.0 1.3 0.333
3 90.0 2.5 0.500
4 90.0 3.6 0.667
5 90.0 20.9 0.833
6 90.0 36.0 1.000
7 90.0 59.3 1.167
8 90.0 67.7 1.333
9 90.0 47.0 1.500
10 90.0 26.4 1.667
11 90.0 7.6 1.833
12 90.0 9.2 2.000
END OF SIMULATION BY USGS MOC
Now will try to make a contour plotting tool to operate on cut-and-paste arrays
ascii_array = [
[ 0 , 0 , 0 , 0 , 0 , 0 , 0 , 0 , 0],
[ 0 , 0 , 2 , 0 , 0 , 0 , 0 , 0 , 0],
[ 0 , 0 , 3 , 1 , 0 , 0 , 0 , 1 , 0],
[ 0 , 0 , 3 , 5 , 3 , 2 , 2 , 2 , 0],
[ 0 , 1 , 37 , 20 , 9 , 8 , 8 , 8 , 0],
[ 0 , 1 , 21 , 55 , 46 , 28 , 54 , 43 , 0],
[ 0 , 0 , 5 , 10 , 7 , 6 , 4 , 4 , 0],
[ 0 , 0 , 1 , 3 , 1 , 0 , 0 , 0 , 0],
[ 0 , 0 , 0 , 0 , 0 , 0 , 0 , 0 , 0],
]
distancex=[1,2,3,4,5,6,7,8,9]
distancey=[1,2,3,4,5,6,7,8,9]
type(distancex)
list
############# Contour Plot
nrows=9
ncols=9
my_xyz = [] # empty list
for irow in range(nrows):
for jcol in range(ncols):
# my_xyz.append([distancex[0][jcol],distancey[0][irow],head[irow][jcol]])
my_xyz.append([distancex[jcol],distancey[irow],ascii_array[irow][jcol]])
import pandas
my_xyz = pandas.DataFrame(my_xyz) # convert into a data frame
#print(my_xyz) # activate to examine the dataframe
import numpy
import matplotlib.pyplot
from scipy.interpolate import griddata
# extract lists from the dataframe
coord_x = my_xyz[0].values.tolist() # column 0 of dataframe
coord_y = my_xyz[1].values.tolist() # column 1 of dataframe
coord_z = my_xyz[2].values.tolist() # column 2 of dataframe
coord_xy = numpy.column_stack((coord_x, coord_y))
# Set plotting range in original data units
lon = numpy.linspace(min(coord_x), max(coord_x), 3000)
lat = numpy.linspace(min(coord_y), max(coord_y), 800)
X, Y = numpy.meshgrid(lon, lat)
# Grid the data; use linear interpolation (choices are nearest, linear, cubic)
Z = griddata(numpy.array(coord_xy), numpy.array(coord_z), (X, Y), method='cubic')
# Build the map
fig, ax = matplotlib.pyplot.subplots()
fig.set_size_inches(6, 6)
levels1 = [10,20,30,40,50]
CS = ax.contour(X, Y, Z, levels1)
ax.clabel(CS, inline=2, fontsize=16)
ax.set_xlabel('Easting (feet)')
ax.set_ylabel('Northing (feet)')
ax.set_title('Contour Plot of Concentration')
Text(0.5, 1.0, 'Contour Plot of Concentration')
The computer software can also be used to model vertical aquifer slices and one-dimensional transport pg. 35 of the software documentation contains information on how to do these tasks.
Example 2 (Future Semester)¶
You wish to dispose of a liquid waste by injecting into an aquifer that is also used for water supply.
Wells W-1,W-2,W-3 are water supply wells.
The aquifer is 300 ft thick.
The hydraulic conductivity in each zone has been measured and is:
Zone 1: K = 0.472 cm/sec
Zone 2: K = 0.157 cm/sec
Zone 3: K = 0.047 cm/sec
Aquifer dispersivities are:
\(\alpha_l\) = 50 m
\(\alpha_t\) = 25 m
The aquifer porosity = 20%
The drinking water wells supply water at:
Well |
Pumping rate |
|---|---|
W-1 |
30 cfs |
W-2 |
_9 cfs |
W-3 |
_9 cfs |
Your company, Waste Injection Safety Kompany, Inc. has an operating permit to inject at any of the three sites I-1,I-2, or I-3. The permit states that the concentration for purple akenpucky must not exceed 250 mg/l at the water production wells.
Your company plans to inject (WISK away the purple akenpucky) the waste at 30 cfs at a concentration of 1000 mg/l at site I-3.
You want to determine:
Will you voliate your permit?
If not, can you inject more waste?
What is the general overall assimilative capacity of the aquifer system for purple ackenpucky if it is non-reactive?
Methods:
Construct a flow and transport model, determine steady state concentrations at w-1,w-2, and w-3.
Run the simulation with different waste loads, if you can do better than 30 cfs at 1000 mg/l you get a promotion.
Find the maximum mass that can be injected and meet the permit - this is the “regulatory assimilative capacity of the system”
Exercise:
Your regulatory agency is trying to use economic incentives to manage the aquifer system for both a water resource and a waste disposal resource.
The permit currently reads:
“You may inject purple akenpucky at wells I-1,I-2, or I-3 and the concentration may not exceed 250 mg/l at the supply wells, W-1, W-2, and W-3. Non-compliance will result in fines of:
$25,000/day when blended drinking water from all three wells is less than 250 mg/l;
$250,000/day when blended drinking water from all three wells is less than 1000 mg/l (but bigger than 250 mg/l); and
$1,000,000/day otherwise.”
The profit on ackenpucky disposal by injection is $130/mg disposed.
Is the penalty structure adequate from a microeconomic point of view to prevent permit violation?
What if the profit were doubled? Halved?
Initial Solution File¶
Example 3 - Waste Injection Example File
1,1,10,14,3200,1,7,3,200,4,4,2,0,0,0,0,0,1
0.25 .0001 0.20 150. 0.0 0.0 0.0 150. 150. 0.5 1.0 1.0
0.005 2.65 15724800.0
5 11
7 11
8 11
4 4 -30.00 239.0
5 11 30.00 0.00
7 11 9.00 0.00
8 11 9.00 0.00
1 1.416
0 0 0 0 0 0 0 0 0 0
0 10 10 10 10 10 10 10 10 0
0 10 10 10 10 10 10 10 10 0
0 10 10 10 10 10 10 10 10 0
0 10 10 10 10 10 10 10 10 0
0 3.34 3.34 3.34 3.34 3.34 3.34 3.34 3.34 0
0 3.34 3.34 3.34 3.34 3.34 3.34 3.34 3.34 0
0 3.34 3.34 3.34 3.34 3.34 3.34 3.34 3.34 0
0 3.34 3.34 3.34 3.34 3.34 3.34 3.34 3.34 0
0 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0
0 300.0
1 1.0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
1 1.0
0 0 0 0 0 0 0 0 0 0
0 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 2 2 2 2 2 2 2 2 0
0 0 0 0 0 0 0 0 0 0
1 100.00 0.00 0.00 0
2 200.00 0.00 0.00 0
1 300.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 1.8 1.79 1.78 1.77 1.76 1.75 1.74 1.73 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0 0.0
! cp ./armmoc/bin/usgsmoc.exe ./
! cp ./armmoc/example08/MOC08.INP ./
! cp ./armmoc/example08/moc08.sup ./
! ./usgsmoc.exe < moc08.sup ;
# next line lists output file on server - probably want to use an editor to parse the file for map making
! cat MOC08-TRY1.OUT ;
1U.S.G.S. METHOD-OF-CHARACTERISTICS MODEL FOR SOLUTE TRANSPORT IN GROUND WATER
0Example 3 - Waste Injection Example File
0 I N P U T D A T A
0 GRID DESCRIPTORS
NX (NUMBER OF COLUMNS) = 10
NY (NUMBER OF ROWS) = 14
XDEL (X-DISTANCE IN FEET) = 150.0
YDEL (Y-DISTANCE IN FEET) = 150.0
0 TIME PARAMETERS
NTIM (MAX. NO. OF TIME STEPS) = 1
NPMP (NO. OF PUMPING PERIODS) = 1
PINT (PUMPING PERIOD IN YEARS) = 0.250
TIMX (TIME INCREMENT MULTIPLIER) = 0.00
TINIT (INITIAL TIME STEP IN SEC.) = 0.
0 HYDROLOGIC AND CHEMICAL PARAMETERS
S (STORAGE COEFFICIENT) = 0.000000
POROS (EFFECTIVE POROSITY) = 0.200
BETA (LONGITUDINAL DISPERSIVITY) = 150.0
DLTRAT (RATIO OF TRANSVERSE TO
LONGITUDINAL DISPERSIVITY) = 0.50
ANFCTR (RATIO OF T-YY TO T-XX) = 1.000000
0 EXECUTION PARAMETERS
NITP (NO. OF ITERATION PARAMETERS) = 7
TOL (CONVERGENCE CRITERIA - ADIP) = 0.10E-03
ITMAX (MAX.NO.OF ITERATIONS - ADIP) = 200
CELDIS (MAX.CELL DISTANCE PER MOVE
OF PARTICLES - M.O.C.) = 1.000
NPMAX (MAX. NO. OF PARTICLES) = 3200
NPTPND (NO. PARTICLES PER NODE) = 4
1
0 PROGRAM OPTIONS
NPNT (TIME STEP INTERVAL FOR
COMPLETE PRINTOUT) = 1
NPNTMV (MOVE INTERVAL FOR CHEM.
CONCENTRATION PRINTOUT) = 0
NPNTVL (TIME STEP INTERVAL FOR
VELOCITY PRINTOUT; 0=NEVER;
-1=FIRST TIME STEP;
-2=LAST TIME STEP) = 0
NPNTD (PRINT OPTION-DISP.COEF.
0=NO; 1=FIRST TIME STEP;
2=ALL TIME STEPS) = 0
NUMOBS (NO. OF OBSERVATION WELLS
FOR HYDROGRAPH PRINTOUT) = 3
NREC (NO. OF PUMPING WELLS) = 4
NCODES (FOR NODE IDENT.) = 2
NPNCHV (TIME STEP INTERVAL FOR
VELOCITY PRINTOUT ON
FILE UNIT 7; 0=NEVER;
-1=FIRST TIME STEP;
-2=LAST TIME STEP) = 0
NPDELC (PRINT OPT.-CONC. CHANGE) = 0
0 REACTION TERMS
DK (DISTRIBUTION COEFFICIENT) = 0.50000E-02
RHOB (BULK DENSITY OF SOLIDS) = 0.26500E+01
RF (RETARDATION FACTOR) = 0.10662E+01
THALF (HALF LIFE OF DECAY,IN SEC)= 0.15725E+08
DECAY (DECAY CONSTANT=LN 2/THALF)= 0.44080E-07
1 STEADY-STATE FLOW
TIME INTERVALS (IN SEC) FOR SOLUTE-TRANSPORT SIMULATION
0.78894E+07
0 LOCATION OF OBSERVATION WELLS
NO. X Y
1 5 11
2 7 11
3 8 11
0 LOCATION OF PUMPING WELLS
X Y RATE(IN CFS) CONC.
4 4 -30.0000 239.00
5 11 30.0000 0.00
7 11 9.0000 0.00
8 11 9.0000 0.00
0 AREA OF ONE CELL = 0.2250E+05
0 X-Y SPACING:
150.00
150.00
1TRANSMISSIVITY MAP (FT*FT/SEC)
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 1.42E+01 1.42E+01 1.42E+01 1.42E+01 1.42E+01 1.42E+01 1.42E+01 1.42E+01 0.00E+00
0.00E+00 1.42E+01 1.42E+01 1.42E+01 1.42E+01 1.42E+01 1.42E+01 1.42E+01 1.42E+01 0.00E+00
0.00E+00 1.42E+01 1.42E+01 1.42E+01 1.42E+01 1.42E+01 1.42E+01 1.42E+01 1.42E+01 0.00E+00
0.00E+00 1.42E+01 1.42E+01 1.42E+01 1.42E+01 1.42E+01 1.42E+01 1.42E+01 1.42E+01 0.00E+00
0.00E+00 4.73E+00 4.73E+00 4.73E+00 4.73E+00 4.73E+00 4.73E+00 4.73E+00 4.73E+00 0.00E+00
0.00E+00 4.73E+00 4.73E+00 4.73E+00 4.73E+00 4.73E+00 4.73E+00 4.73E+00 4.73E+00 0.00E+00
0.00E+00 4.73E+00 4.73E+00 4.73E+00 4.73E+00 4.73E+00 4.73E+00 4.73E+00 4.73E+00 0.00E+00
0.00E+00 4.73E+00 4.73E+00 4.73E+00 4.73E+00 4.73E+00 4.73E+00 4.73E+00 4.73E+00 0.00E+00
0.00E+00 1.42E+00 1.42E+00 1.42E+00 1.42E+00 1.42E+00 1.42E+00 1.42E+00 1.42E+00 0.00E+00
0.00E+00 1.42E+00 1.42E+00 1.42E+00 1.42E+00 1.42E+00 1.42E+00 1.42E+00 1.42E+00 0.00E+00
0.00E+00 1.42E+00 1.42E+00 1.42E+00 1.42E+00 1.42E+00 1.42E+00 1.42E+00 1.42E+00 0.00E+00
0.00E+00 1.42E+00 1.42E+00 1.42E+00 1.42E+00 1.42E+00 1.42E+00 1.42E+00 1.42E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
1AQUIFER THICKNESS (FT)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0300.0300.0300.0300.0300.0300.0300.0300.0 0.0
0.0300.0300.0300.0300.0300.0300.0300.0300.0 0.0
0.0300.0300.0300.0300.0300.0300.0300.0300.0 0.0
0.0300.0300.0300.0300.0300.0300.0300.0300.0 0.0
0.0300.0300.0300.0300.0300.0300.0300.0300.0 0.0
0.0300.0300.0300.0300.0300.0300.0300.0300.0 0.0
0.0300.0300.0300.0300.0300.0300.0300.0300.0 0.0
0.0300.0300.0300.0300.0300.0300.0300.0300.0 0.0
0.0300.0300.0300.0300.0300.0300.0300.0300.0 0.0
0.0300.0300.0300.0300.0300.0300.0300.0300.0 0.0
0.0300.0300.0300.0300.0300.0300.0300.0300.0 0.0
0.0300.0300.0300.0300.0300.0300.0300.0300.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
1DIFFUSE RECHARGE AND DISCHARGE (FT/SEC)
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
1PERMEABILTY MAP (FT/SEC)
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 4.72E-02 4.72E-02 4.72E-02 4.72E-02 4.72E-02 4.72E-02 4.72E-02 4.72E-02 0.00E+00
0.00E+00 4.72E-02 4.72E-02 4.72E-02 4.72E-02 4.72E-02 4.72E-02 4.72E-02 4.72E-02 0.00E+00
0.00E+00 4.72E-02 4.72E-02 4.72E-02 4.72E-02 4.72E-02 4.72E-02 4.72E-02 4.72E-02 0.00E+00
0.00E+00 4.72E-02 4.72E-02 4.72E-02 4.72E-02 4.72E-02 4.72E-02 4.72E-02 4.72E-02 0.00E+00
0.00E+00 1.58E-02 1.58E-02 1.58E-02 1.58E-02 1.58E-02 1.58E-02 1.58E-02 1.58E-02 0.00E+00
0.00E+00 1.58E-02 1.58E-02 1.58E-02 1.58E-02 1.58E-02 1.58E-02 1.58E-02 1.58E-02 0.00E+00
0.00E+00 1.58E-02 1.58E-02 1.58E-02 1.58E-02 1.58E-02 1.58E-02 1.58E-02 1.58E-02 0.00E+00
0.00E+00 1.58E-02 1.58E-02 1.58E-02 1.58E-02 1.58E-02 1.58E-02 1.58E-02 1.58E-02 0.00E+00
0.00E+00 4.72E-03 4.72E-03 4.72E-03 4.72E-03 4.72E-03 4.72E-03 4.72E-03 4.72E-03 0.00E+00
0.00E+00 4.72E-03 4.72E-03 4.72E-03 4.72E-03 4.72E-03 4.72E-03 4.72E-03 4.72E-03 0.00E+00
0.00E+00 4.72E-03 4.72E-03 4.72E-03 4.72E-03 4.72E-03 4.72E-03 4.72E-03 4.72E-03 0.00E+00
0.00E+00 4.72E-03 4.72E-03 4.72E-03 4.72E-03 4.72E-03 4.72E-03 4.72E-03 4.72E-03 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0 NO. OF FINITE-DIFFERENCE CELLS IN AQUIFER = 96
AREA OF AQUIFER IN MODEL = 0.21600E+07 SQ. FT.
NZCRIT (MAX. NO. OF CELLS THAT CAN BE VOID OF
PARTICLES; IF EXCEEDED, PARTICLES ARE REGENERATED) = 2
1NODE IDENTIFICATION MAP
0 0 0 0 0 0 0 0 0 0
0 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 2 2 2 2 2 2 2 2 0
0 0 0 0 0 0 0 0 0 0
0 NO. OF NODE IDENT. CODES SPECIFIED = 2
0 THE FOLLOWING ASSIGNMENTS HAVE BEEN MADE:
CODE NO. LEAKANCE SOURCE CONC. RECHARGE
0 1 0.100E+03 0.00
0 2 0.200E+03 0.00
1VERTICAL PERMEABILITY/THICKNESS (FT/(FT*SEC))
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 1.00E+02 1.00E+02 1.00E+02 1.00E+02 1.00E+02 1.00E+02 1.00E+02 1.00E+02 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00 2.00E+02 2.00E+02 2.00E+02 2.00E+02 2.00E+02 2.00E+02 2.00E+02 2.00E+02 0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
1WATER TABLE
0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 600. 600. 600. 600. 600. 600. 600. 600. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 540. 537. 534. 531. 528. 525. 522. 519. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 0
TIME(SECONDS) = 0.0000
TIME(DAYS) = 0.00000E+00
TIME(YEARS) = 0.00000E+00
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 600.0000000 600.0000000 600.0000000 600.0000000 600.0000000 600.0000000 600.0000000 600.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 540.0000000 537.0000000 534.0000000 531.0000000 528.0000000 525.0000000 522.0000000 519.0000000 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
1ITERATION PARAMETERS
0.125888E-01
0.261008E-01
0.541156E-01
0.112200
0.232628
0.482315
1.00000
1CONCENTRATION
NUMBER OF TIME STEPS = 0
TIME(SECONDS) = 0.0000
CHEM.TIME(SECONDS) = 0.00000E+00
CHEM.TIME(DAYS) = 0.00000E+00
TIME(YEARS) = 0.00000E+00
CHEM.TIME(YEARS) = 0.00000E+00
NO. MOVES COMPLETED = 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0
N = 1
NUMBER OF ITERATIONS = 21
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 1
TIME(SECONDS) = 0.78894E+07
TIME(DAYS) = 0.91312E+02
TIME(YEARS) = 0.25000E+00
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000 599.9999922 599.9999926 599.9999932 599.9999922 599.9999915 599.9999910 599.9999907 599.9999906 0.0000000
0 0.0000000 598.7669470 598.8267397 598.9198212 598.7682717 598.6447566 598.5667861 598.5222828 598.5021023 0.0000000
0 0.0000000 597.4741432 597.6202935 598.0843959 597.5086231 597.2440834 597.1002299 597.0203474 596.9840675 0.0000000
0 0.0000000 596.0351569 596.0957979 596.1700847 595.9376340 595.7226166 595.5695857 595.4747123 595.4297208 0.0000000
0 0.0000000 593.0403513 593.0240684 592.9597128 592.7655233 592.5604292 592.3967015 592.2884036 592.2357915 0.0000000
0 0.0000000 588.5667883 588.4670798 588.2766472 588.0208816 587.7783940 587.5845756 587.4558736 587.3947973 0.0000000
0 0.0000000 584.1929069 584.0007258 583.6588002 583.2628591 582.9475866 582.7072189 582.5556286 582.4926999 0.0000000
0 0.0000000 580.0111336 579.6840186 579.0948626 578.4240655 578.0417715 577.7409789 577.5666240 577.5276007 0.0000000
0 0.0000000 571.6466567 570.8856666 569.3686067 567.2980955 567.2195584 566.6901961 566.4470886 566.6687865 0.0000000
0 0.0000000 559.5332479 558.0995038 554.9515783 548.1812409 551.0130370 549.3947884 548.8673536 550.1768748 0.0000000
0 0.0000000 548.8535185 547.0274131 544.1568362 540.6485778 539.2564446 537.3643737 535.8064855 534.9944197 0.0000000
0 0.0000000 540.0000018 537.0000032 534.0000032 531.0000030 528.0000035 525.0000039 522.0000043 519.0000060 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 1
TIME(SECONDS) = 0.78894E+07
TIME(DAYS) = 0.91312E+02
TIME(YEARS) = 0.25000E+00
0 0 0 0 0 0 0 0 0 0 0
0 0 600 600 600 600 600 600 600 600 0
0 0 599 599 599 599 599 599 599 599 0
0 0 597 598 598 598 597 597 597 597 0
0 0 596 596 596 596 596 596 595 595 0
0 0 593 593 593 593 593 592 592 592 0
0 0 589 588 588 588 588 588 587 587 0
0 0 584 584 584 583 583 583 583 582 0
0 0 580 580 579 578 578 578 578 578 0
0 0 572 571 569 567 567 567 566 567 0
0 0 560 558 555 548 551 549 549 550 0
0 0 549 547 544 541 539 537 536 535 0
0 0 540 537 534 531 528 525 522 519 0
0 0 0 0 0 0 0 0 0 0 0
1DRAWDOWN
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 -599 -599 -599 -599 -599 -599 -599 -599 0
0 -597 -598 -598 -598 -597 -597 -597 -597 0
0 -596 -596 -596 -596 -596 -596 -595 -595 0
0 -593 -593 -593 -593 -593 -592 -592 -592 0
0 -589 -588 -588 -588 -588 -588 -587 -587 0
0 -584 -584 -584 -583 -583 -583 -583 -582 0
0 -580 -580 -579 -578 -578 -578 -578 -578 0
0 -572 -571 -569 -567 -567 -567 -566 -567 0
0 -560 -558 -555 -548 -551 -549 -549 -550 0
0 -549 -547 -544 -541 -539 -537 -536 -535 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 CUMULATIVE MASS BALANCE -- (IN FT**3)
RECHARGE AND INJECTION = -0.23668E+09
PUMPAGE AND E-T WITHDRAWAL = 0.37869E+09
CUMULATIVE NET PUMPAGE = 0.14201E+09
WATER RELEASE FROM STORAGE = 0.00000E+00
LEAKAGE INTO AQUIFER = 0.11710E+10
LEAKAGE OUT OF AQUIFER = -0.10290E+10
CUMULATIVE NET LEAKAGE = 0.14204E+09
0 MASS BALANCE RESIDUAL = 26400.
ERROR (AS PERCENT) = 0.18754E-02
0 RATE MASS BALANCE -- (IN C.F.S.)
LEAKAGE INTO AQUIFER = 0.14843E+03
LEAKAGE OUT OF AQUIFER = -0.13042E+03
NET LEAKAGE (QNET) = 0.18003E+02
RECHARGE AND INJECTION = -0.30000E+02
PUMPAGE AND E-T WITHDRAWAL = 0.48000E+02
NET WITHDRAWAL (TPUM) = 0.18000E+02
1 STABILITY CRITERIA --- M.O.C.
0 MAXIMUM FLUID VELOCITIES: X-VEL = 1.07E-03 Y-VEL = 3.01E-03
0 MAXIMUM EFFECTIVE SOLUTE VELOCITIES: X-VEL = 9.99E-04 Y-VEL = 2.82E-03
0 TMV (MAX. INJ.) = 47981.
TIMV (CELDIS) = 53103.
0 TIMV = 4.80E+04 NTIMV = 164 NMOV = 165
TIM (N) = 0.78894E+07
TIMEVELO = 47815.
TIMEDISP = 0.18155E+05
0 TIMV = 1.81E+04 NTIMD = 434 NMOV = 435
0 THE LIMITING STABILITY CRITERION IS BETA
0 NO. OF PARTICLE MOVES REQUIRED TO COMPLETE THIS TIME STEP = 435
0 NP = 384 IMOV = 1
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 18137.
0 NP = 388 IMOV = 2
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 36273.
0 NP = 388 IMOV = 3
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 54410.
0 NP = 401 IMOV = 4
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 72546.
0 NP = 401 IMOV = 5
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 90683.
0 NP = 407 IMOV = 6
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.10882E+06
0 NP = 410 IMOV = 7
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.12696E+06
0 NP = 428 IMOV = 8
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.14509E+06
0 NP = 428 IMOV = 9
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.16323E+06
0 NP = 432 IMOV = 10
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.18137E+06
0 NP = 432 IMOV = 11
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.19950E+06
0 NP = 438 IMOV = 12
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.21764E+06
0 NP = 438 IMOV = 13
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.23578E+06
0 NP = 453 IMOV = 14
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.25391E+06
0 NP = 460 IMOV = 15
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.27205E+06
0 NP = 482 IMOV = 16
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.29018E+06
0 NP = 482 IMOV = 17
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.30832E+06
0 NP = 482 IMOV = 18
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.32646E+06
0 NP = 482 IMOV = 19
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.34459E+06
0 NP = 486 IMOV = 20
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.36273E+06
0 NP = 486 IMOV = 21
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.38087E+06
0 NP = 495 IMOV = 22
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.39900E+06
0 NP = 495 IMOV = 23
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.41714E+06
0 NP = 507 IMOV = 24
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.43528E+06
0 NP = 511 IMOV = 25
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.45341E+06
0 NP = 520 IMOV = 26
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.47155E+06
0 NP = 520 IMOV = 27
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.48969E+06
0 NP = 528 IMOV = 28
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.50782E+06
0 NP = 528 IMOV = 29
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.52596E+06
0 NP = 534 IMOV = 30
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.54410E+06
0 NP = 534 IMOV = 31
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.56223E+06
0 NP = 551 IMOV = 32
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.58037E+06
0 NP = 551 IMOV = 33
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.59851E+06
0 NP = 551 IMOV = 34
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.61664E+06
0 NP = 551 IMOV = 35
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.63478E+06
0 NP = 558 IMOV = 36
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.65292E+06
0 NP = 558 IMOV = 37
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.67105E+06
0 NP = 567 IMOV = 38
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.68919E+06
0 NP = 567 IMOV = 39
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.70733E+06
0 NP = 568 IMOV = 40
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.72546E+06
0 NP = 568 IMOV = 41
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.74360E+06
0 NP = 570 IMOV = 42
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.76174E+06
0 NP = 571 IMOV = 43
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.77987E+06
0 NP = 578 IMOV = 44
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.79801E+06
0 NP = 578 IMOV = 45
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.81615E+06
0 NP = 579 IMOV = 46
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.83428E+06
0 NP = 579 IMOV = 47
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.85242E+06
0 NP = 582 IMOV = 48
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.87055E+06
0 NP = 583 IMOV = 49
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.88869E+06
0 NP = 585 IMOV = 50
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.90683E+06
1Example 3 - Waste Injection Example File
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 1
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 5 11
0 0.0 0.0 0.000
1 548.2 0.0 0.001
2 548.2 0.0 0.001
3 548.2 0.0 0.002
4 548.2 0.0 0.002
5 548.2 0.0 0.003
6 548.2 0.0 0.003
7 548.2 0.1 0.004
8 548.2 0.4 0.005
9 548.2 0.7 0.005
10 548.2 1.6 0.006
11 548.2 2.0 0.006
12 548.2 3.4 0.007
13 548.2 4.9 0.007
14 548.2 6.0 0.008
15 548.2 8.2 0.009
16 548.2 9.4 0.009
17 548.2 12.8 0.010
18 548.2 13.1 0.010
19 548.2 15.1 0.011
20 548.2 17.7 0.011
21 548.2 18.1 0.012
22 548.2 20.3 0.013
23 548.2 21.0 0.013
24 548.2 24.2 0.014
25 548.2 26.0 0.014
26 548.2 25.4 0.015
27 548.2 28.3 0.016
28 548.2 28.0 0.016
29 548.2 29.9 0.017
30 548.2 30.0 0.017
31 548.2 32.1 0.018
32 548.2 32.5 0.018
33 548.2 35.8 0.019
34 548.2 33.0 0.020
35 548.2 36.3 0.020
36 548.2 35.0 0.021
37 548.2 37.5 0.021
38 548.2 35.8 0.022
39 548.2 38.8 0.022
40 548.2 37.4 0.023
41 548.2 40.8 0.024
42 548.2 38.8 0.024
43 548.2 41.4 0.025
44 548.2 39.1 0.025
45 548.2 42.9 0.026
46 548.2 40.3 0.026
47 548.2 42.1 0.027
48 548.2 41.8 0.028
49 548.2 44.2 0.028
50 548.2 41.5 0.029
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 7 11
0 0.0 0.0 0.000
1 549.4 0.0 0.001
2 549.4 0.0 0.001
3 549.4 0.0 0.002
4 549.4 0.0 0.002
5 549.4 0.0 0.003
6 549.4 0.0 0.003
7 549.4 0.0 0.004
8 549.4 0.0 0.005
9 549.4 0.0 0.005
10 549.4 0.2 0.006
11 549.4 0.4 0.006
12 549.4 0.6 0.007
13 549.4 1.1 0.007
14 549.4 1.5 0.008
15 549.4 2.4 0.009
16 549.4 3.4 0.009
17 549.4 4.8 0.010
18 549.4 6.0 0.010
19 549.4 6.6 0.011
20 549.4 7.4 0.011
21 549.4 7.9 0.012
22 549.4 9.0 0.013
23 549.4 9.6 0.013
24 549.4 11.0 0.014
25 549.4 11.3 0.014
26 549.4 12.4 0.015
27 549.4 12.9 0.016
28 549.4 13.9 0.016
29 549.4 14.3 0.017
30 549.4 15.4 0.017
31 549.4 16.1 0.018
32 549.4 16.5 0.018
33 549.4 17.1 0.019
34 549.4 17.6 0.020
35 549.4 18.5 0.020
36 549.4 19.0 0.021
37 549.4 19.5 0.021
38 549.4 20.3 0.022
39 549.4 20.8 0.022
40 549.4 21.1 0.023
41 549.4 21.5 0.024
42 549.4 21.9 0.024
43 549.4 22.3 0.025
44 549.4 22.9 0.025
45 549.4 23.3 0.026
46 549.4 23.6 0.026
47 549.4 24.1 0.027
48 549.4 24.3 0.028
49 549.4 24.3 0.028
50 549.4 24.6 0.029
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 8 11
0 0.0 0.0 0.000
1 548.9 0.0 0.001
2 548.9 0.0 0.001
3 548.9 0.0 0.002
4 548.9 0.0 0.002
5 548.9 0.0 0.003
6 548.9 0.0 0.003
7 548.9 0.0 0.004
8 548.9 0.0 0.005
9 548.9 0.0 0.005
10 548.9 0.0 0.006
11 548.9 0.1 0.006
12 548.9 0.1 0.007
13 548.9 0.3 0.007
14 548.9 0.5 0.008
15 548.9 0.8 0.009
16 548.9 1.1 0.009
17 548.9 1.8 0.010
18 548.9 2.5 0.010
19 548.9 2.9 0.011
20 548.9 3.6 0.011
21 548.9 3.9 0.012
22 548.9 4.7 0.013
23 548.9 5.3 0.013
24 548.9 6.5 0.014
25 548.9 6.6 0.014
26 548.9 7.5 0.015
27 548.9 7.7 0.016
28 548.9 8.6 0.016
29 548.9 8.8 0.017
30 548.9 9.7 0.017
31 548.9 9.8 0.018
32 548.9 10.7 0.018
33 548.9 10.9 0.019
34 548.9 11.6 0.020
35 548.9 12.2 0.020
36 548.9 12.4 0.021
37 548.9 12.8 0.021
38 548.9 13.6 0.022
39 548.9 13.8 0.022
40 548.9 14.2 0.023
41 548.9 14.3 0.024
42 548.9 15.0 0.024
43 548.9 15.0 0.025
44 548.9 15.6 0.025
45 548.9 15.9 0.026
46 548.9 16.4 0.026
47 548.9 16.4 0.027
48 548.9 16.6 0.028
49 548.9 17.2 0.028
50 548.9 16.8 0.029
0 NP = 585 IMOV = 51
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.92496E+06
0 NP = 585 IMOV = 52
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.94310E+06
0 NP = 585 IMOV = 53
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.96124E+06
0 NP = 585 IMOV = 54
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.97937E+06
0 NP = 585 IMOV = 55
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.99751E+06
0 NP = 591 IMOV = 56
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.10156E+07
0 NP = 591 IMOV = 57
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.10338E+07
0 NP = 591 IMOV = 58
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.10519E+07
0 NP = 591 IMOV = 59
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.10701E+07
0 NP = 591 IMOV = 60
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.10882E+07
0 NP = 591 IMOV = 61
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.11063E+07
0 NP = 591 IMOV = 62
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.11245E+07
0 NP = 591 IMOV = 63
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.11426E+07
0 NP = 591 IMOV = 64
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.11607E+07
0 NP = 591 IMOV = 65
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.11789E+07
0 NP = 591 IMOV = 66
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.11970E+07
0 NP = 591 IMOV = 67
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.12151E+07
0 NP = 591 IMOV = 68
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.12333E+07
0 NP = 591 IMOV = 69
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.12514E+07
0 NP = 591 IMOV = 70
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.12696E+07
0 NP = 591 IMOV = 71
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.12877E+07
0 NP = 591 IMOV = 72
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.13058E+07
0 NP = 591 IMOV = 73
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.13240E+07
0 NP = 591 IMOV = 74
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.13421E+07
0 NP = 591 IMOV = 75
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.13602E+07
0 NP = 591 IMOV = 76
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.13784E+07
0 NP = 591 IMOV = 77
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.13965E+07
0 NP = 591 IMOV = 78
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.14147E+07
0 NP = 591 IMOV = 79
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.14328E+07
0 NP = 593 IMOV = 80
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.14509E+07
0 NP = 593 IMOV = 81
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.14691E+07
0 NP = 593 IMOV = 82
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.14872E+07
0 NP = 593 IMOV = 83
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.15053E+07
0 NP = 593 IMOV = 84
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.15235E+07
0 NP = 593 IMOV = 85
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.15416E+07
0 NP = 593 IMOV = 86
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.15597E+07
0 NP = 593 IMOV = 87
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.15779E+07
0 NP = 593 IMOV = 88
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.15960E+07
0 NP = 593 IMOV = 89
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.16142E+07
0 NP = 593 IMOV = 90
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.16323E+07
0 NP = 593 IMOV = 91
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.16504E+07
0 NP = 593 IMOV = 92
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.16686E+07
0 NP = 593 IMOV = 93
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.16867E+07
0 NP = 593 IMOV = 94
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.17048E+07
0 NP = 593 IMOV = 95
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.17230E+07
0 NP = 593 IMOV = 96
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.17411E+07
0 NP = 593 IMOV = 97
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.17592E+07
0 NP = 593 IMOV = 98
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.17774E+07
0 NP = 593 IMOV = 99
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.17955E+07
0 NP = 593 IMOV = 100
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.18137E+07
1Example 3 - Waste Injection Example File
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 1
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 5 11
0 0.0 0.0 0.000
1 548.2 45.4 0.029
2 548.2 42.2 0.030
3 548.2 44.9 0.030
4 548.2 43.3 0.031
5 548.2 44.4 0.032
6 548.2 43.4 0.032
7 548.2 47.1 0.033
8 548.2 43.7 0.033
9 548.2 46.5 0.034
10 548.2 44.2 0.034
11 548.2 46.3 0.035
12 548.2 44.6 0.036
13 548.2 46.3 0.036
14 548.2 44.8 0.037
15 548.2 47.7 0.037
16 548.2 44.6 0.038
17 548.2 47.5 0.039
18 548.2 44.6 0.039
19 548.2 48.3 0.040
20 548.2 45.4 0.040
21 548.2 46.6 0.041
22 548.2 45.9 0.041
23 548.2 48.1 0.042
24 548.2 45.4 0.043
25 548.2 48.7 0.043
26 548.2 46.3 0.044
27 548.2 48.0 0.044
28 548.2 46.5 0.045
29 548.2 47.1 0.045
30 548.2 45.9 0.046
31 548.2 49.1 0.047
32 548.2 46.1 0.047
33 548.2 48.6 0.048
34 548.2 46.7 0.048
35 548.2 48.1 0.049
36 548.2 46.5 0.049
37 548.2 47.8 0.050
38 548.2 46.4 0.051
39 548.2 49.0 0.051
40 548.2 46.8 0.052
41 548.2 48.8 0.052
42 548.2 46.4 0.053
43 548.2 49.2 0.053
44 548.2 46.5 0.054
45 548.2 47.5 0.055
46 548.2 46.8 0.055
47 548.2 49.1 0.056
48 548.2 46.5 0.056
49 548.2 49.5 0.057
50 548.2 46.9 0.057
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 7 11
0 0.0 0.0 0.000
1 549.4 25.1 0.029
2 549.4 25.2 0.030
3 549.4 25.5 0.030
4 549.4 25.6 0.031
5 549.4 26.1 0.032
6 549.4 25.7 0.032
7 549.4 26.4 0.033
8 549.4 26.5 0.033
9 549.4 26.8 0.034
10 549.4 26.7 0.034
11 549.4 26.9 0.035
12 549.4 26.8 0.036
13 549.4 27.0 0.036
14 549.4 26.8 0.037
15 549.4 27.3 0.037
16 549.4 27.2 0.038
17 549.4 27.6 0.039
18 549.4 27.4 0.039
19 549.4 27.6 0.040
20 549.4 27.2 0.040
21 549.4 27.8 0.041
22 549.4 27.7 0.041
23 549.4 27.9 0.042
24 549.4 27.6 0.043
25 549.4 28.1 0.043
26 549.4 28.0 0.044
27 549.4 27.9 0.044
28 549.4 27.9 0.045
29 549.4 28.4 0.045
30 549.4 27.9 0.046
31 549.4 28.2 0.047
32 549.4 28.0 0.047
33 549.4 28.3 0.048
34 549.4 27.8 0.048
35 549.4 28.2 0.049
36 549.4 28.4 0.049
37 549.4 28.9 0.050
38 549.4 28.3 0.051
39 549.4 28.6 0.051
40 549.4 28.4 0.052
41 549.4 28.2 0.052
42 549.4 28.2 0.053
43 549.4 28.5 0.053
44 549.4 28.3 0.054
45 549.4 28.7 0.055
46 549.4 28.5 0.055
47 549.4 28.9 0.056
48 549.4 28.2 0.056
49 549.4 28.8 0.057
50 549.4 28.7 0.057
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 8 11
0 0.0 0.0 0.000
1 548.9 17.3 0.029
2 548.9 17.8 0.030
3 548.9 17.8 0.030
4 548.9 17.9 0.031
5 548.9 18.2 0.032
6 548.9 18.4 0.032
7 548.9 18.6 0.033
8 548.9 18.8 0.033
9 548.9 18.9 0.034
10 548.9 18.9 0.034
11 548.9 19.0 0.035
12 548.9 18.8 0.036
13 548.9 19.6 0.036
14 548.9 19.0 0.037
15 548.9 19.4 0.037
16 548.9 19.7 0.038
17 548.9 19.8 0.039
18 548.9 19.5 0.039
19 548.9 19.9 0.040
20 548.9 19.7 0.040
21 548.9 19.6 0.041
22 548.9 19.7 0.041
23 548.9 19.9 0.042
24 548.9 20.0 0.043
25 548.9 20.2 0.043
26 548.9 20.0 0.044
27 548.9 20.5 0.044
28 548.9 19.7 0.045
29 548.9 20.2 0.045
30 548.9 20.3 0.046
31 548.9 20.4 0.047
32 548.9 20.1 0.047
33 548.9 20.2 0.048
34 548.9 20.2 0.048
35 548.9 20.3 0.049
36 548.9 20.4 0.049
37 548.9 20.7 0.050
38 548.9 20.6 0.051
39 548.9 20.5 0.051
40 548.9 20.2 0.052
41 548.9 20.8 0.052
42 548.9 19.9 0.053
43 548.9 20.5 0.053
44 548.9 20.7 0.054
45 548.9 20.6 0.055
46 548.9 20.5 0.055
47 548.9 20.8 0.056
48 548.9 20.5 0.056
49 548.9 20.7 0.057
50 548.9 20.6 0.057
0 NP = 593 IMOV = 101
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.18318E+07
0 NP = 593 IMOV = 102
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.18499E+07
0 NP = 593 IMOV = 103
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.18681E+07
0 NP = 595 IMOV = 104
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.18862E+07
0 NP = 595 IMOV = 105
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.19043E+07
0 NP = 595 IMOV = 106
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.19225E+07
0 NP = 595 IMOV = 107
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.19406E+07
0 NP = 595 IMOV = 108
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.19587E+07
0 NP = 595 IMOV = 109
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.19769E+07
0 NP = 595 IMOV = 110
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.19950E+07
0 NP = 595 IMOV = 111
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.20132E+07
0 NP = 596 IMOV = 112
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.20313E+07
0 NP = 596 IMOV = 113
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.20494E+07
0 NP = 596 IMOV = 114
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.20676E+07
0 NP = 596 IMOV = 115
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.20857E+07
0 NP = 596 IMOV = 116
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.21038E+07
0 NP = 596 IMOV = 117
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.21220E+07
0 NP = 596 IMOV = 118
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.21401E+07
0 NP = 596 IMOV = 119
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.21582E+07
0 NP = 597 IMOV = 120
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.21764E+07
0 NP = 597 IMOV = 121
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.21945E+07
0 NP = 597 IMOV = 122
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.22127E+07
0 NP = 597 IMOV = 123
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.22308E+07
0 NP = 597 IMOV = 124
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.22489E+07
0 NP = 597 IMOV = 125
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.22671E+07
0 NP = 597 IMOV = 126
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.22852E+07
0 NP = 597 IMOV = 127
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.23033E+07
0 NP = 600 IMOV = 128
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.23215E+07
0 NP = 600 IMOV = 129
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.23396E+07
0 NP = 600 IMOV = 130
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.23577E+07
0 NP = 600 IMOV = 131
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.23759E+07
0 NP = 600 IMOV = 132
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.23940E+07
0 NP = 600 IMOV = 133
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.24122E+07
0 NP = 600 IMOV = 134
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.24303E+07
0 NP = 600 IMOV = 135
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.24484E+07
0 NP = 600 IMOV = 136
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.24666E+07
0 NP = 600 IMOV = 137
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.24847E+07
0 NP = 600 IMOV = 138
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.25028E+07
0 NP = 600 IMOV = 139
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.25210E+07
0 NP = 600 IMOV = 140
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.25391E+07
0 NP = 600 IMOV = 141
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.25572E+07
0 NP = 600 IMOV = 142
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.25754E+07
0 NP = 600 IMOV = 143
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.25935E+07
0 NP = 600 IMOV = 144
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.26117E+07
0 NP = 600 IMOV = 145
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.26298E+07
0 NP = 600 IMOV = 146
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.26479E+07
0 NP = 600 IMOV = 147
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.26661E+07
0 NP = 600 IMOV = 148
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.26842E+07
0 NP = 600 IMOV = 149
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.27023E+07
0 NP = 600 IMOV = 150
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.27205E+07
1Example 3 - Waste Injection Example File
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 1
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 5 11
0 0.0 0.0 0.000
1 548.2 48.6 0.058
2 548.2 47.1 0.059
3 548.2 47.7 0.059
4 548.2 46.8 0.060
5 548.2 49.6 0.060
6 548.2 46.8 0.061
7 548.2 49.0 0.061
8 548.2 46.9 0.062
9 548.2 48.5 0.063
10 548.2 46.8 0.063
11 548.2 48.3 0.064
12 548.2 46.9 0.064
13 548.2 49.3 0.065
14 548.2 46.8 0.066
15 548.2 48.9 0.066
16 548.2 46.4 0.067
17 548.2 49.4 0.067
18 548.2 47.1 0.068
19 548.2 47.8 0.068
20 548.2 47.1 0.069
21 548.2 49.2 0.070
22 548.2 46.3 0.070
23 548.2 49.5 0.071
24 548.2 46.9 0.071
25 548.2 48.8 0.072
26 548.2 47.3 0.072
27 548.2 47.8 0.073
28 548.2 46.7 0.074
29 548.2 49.7 0.074
30 548.2 46.5 0.075
31 548.2 49.0 0.075
32 548.2 47.2 0.076
33 548.2 48.5 0.076
34 548.2 46.9 0.077
35 548.2 48.1 0.078
36 548.2 46.6 0.078
37 548.2 49.2 0.079
38 548.2 46.8 0.079
39 548.2 49.1 0.080
40 548.2 46.6 0.080
41 548.2 49.4 0.081
42 548.2 47.0 0.082
43 548.2 47.6 0.082
44 548.2 46.9 0.083
45 548.2 49.2 0.083
46 548.2 46.7 0.084
47 548.2 49.6 0.084
48 548.2 47.1 0.085
49 548.2 48.8 0.086
50 548.2 47.1 0.086
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 7 11
0 0.0 0.0 0.000
1 549.4 28.8 0.058
2 549.4 28.5 0.059
3 549.4 28.9 0.059
4 549.4 28.5 0.060
5 549.4 28.5 0.060
6 549.4 28.5 0.061
7 549.4 28.9 0.061
8 549.4 28.7 0.062
9 549.4 28.8 0.063
10 549.4 28.6 0.063
11 549.4 29.0 0.064
12 549.4 28.1 0.064
13 549.4 28.6 0.065
14 549.4 28.6 0.066
15 549.4 28.8 0.066
16 549.4 28.6 0.067
17 549.4 28.9 0.067
18 549.4 28.7 0.068
19 549.4 28.7 0.068
20 549.4 28.4 0.069
21 549.4 28.8 0.070
22 549.4 28.5 0.070
23 549.4 28.8 0.071
24 549.4 28.6 0.071
25 549.4 28.8 0.072
26 549.4 28.4 0.072
27 549.4 29.0 0.073
28 549.4 28.8 0.074
29 549.4 29.0 0.074
30 549.4 28.6 0.075
31 549.4 28.9 0.075
32 549.4 28.7 0.076
33 549.4 28.4 0.076
34 549.4 28.5 0.077
35 549.4 29.0 0.078
36 549.4 28.6 0.078
37 549.4 28.9 0.079
38 549.4 28.6 0.079
39 549.4 28.9 0.080
40 549.4 28.3 0.080
41 549.4 28.7 0.081
42 549.4 28.7 0.082
43 549.4 29.0 0.082
44 549.4 28.6 0.083
45 549.4 28.9 0.083
46 549.4 28.7 0.084
47 549.4 28.8 0.084
48 549.4 28.6 0.085
49 549.4 28.9 0.086
50 549.4 28.7 0.086
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 8 11
0 0.0 0.0 0.000
1 548.9 20.7 0.058
2 548.9 20.5 0.059
3 548.9 20.7 0.059
4 548.9 20.4 0.060
5 548.9 21.2 0.060
6 548.9 20.3 0.061
7 548.9 20.7 0.061
8 548.9 20.8 0.062
9 548.9 20.9 0.063
10 548.9 20.4 0.063
11 548.9 20.8 0.064
12 548.9 20.6 0.064
13 548.9 20.5 0.065
14 548.9 20.6 0.066
15 548.9 20.8 0.066
16 548.9 20.8 0.067
17 548.9 21.0 0.067
18 548.9 20.6 0.068
19 548.9 21.0 0.068
20 548.9 20.3 0.069
21 548.9 20.6 0.070
22 548.9 20.7 0.070
23 548.9 20.8 0.071
24 548.9 20.6 0.071
25 548.9 20.7 0.072
26 548.9 20.7 0.072
27 548.9 20.8 0.073
28 548.9 20.7 0.074
29 548.9 20.9 0.074
30 548.9 20.8 0.075
31 548.9 20.6 0.075
32 548.9 20.4 0.076
33 548.9 21.0 0.076
34 548.9 20.3 0.077
35 548.9 20.9 0.078
36 548.9 21.0 0.078
37 548.9 20.9 0.079
38 548.9 20.7 0.079
39 548.9 20.9 0.080
40 548.9 20.6 0.080
41 548.9 20.7 0.081
42 548.9 20.6 0.082
43 548.9 20.8 0.082
44 548.9 20.7 0.083
45 548.9 20.9 0.083
46 548.9 20.6 0.084
47 548.9 21.3 0.084
48 548.9 20.4 0.085
49 548.9 20.7 0.086
50 548.9 20.8 0.086
0 NP = 600 IMOV = 151
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.27386E+07
0 NP = 600 IMOV = 152
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.27568E+07
0 NP = 600 IMOV = 153
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.27749E+07
0 NP = 600 IMOV = 154
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.27930E+07
0 NP = 600 IMOV = 155
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.28112E+07
0 NP = 600 IMOV = 156
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.28293E+07
0 NP = 600 IMOV = 157
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.28474E+07
0 NP = 600 IMOV = 158
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.28656E+07
0 NP = 600 IMOV = 159
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.28837E+07
0 NP = 600 IMOV = 160
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.29018E+07
0 NP = 600 IMOV = 161
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.29200E+07
0 NP = 600 IMOV = 162
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.29381E+07
0 NP = 600 IMOV = 163
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.29563E+07
0 NP = 600 IMOV = 164
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.29744E+07
0 NP = 600 IMOV = 165
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.29925E+07
0 NP = 600 IMOV = 166
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.30107E+07
0 NP = 600 IMOV = 167
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.30288E+07
0 NP = 600 IMOV = 168
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.30469E+07
0 NP = 600 IMOV = 169
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.30651E+07
0 NP = 600 IMOV = 170
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.30832E+07
0 NP = 600 IMOV = 171
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.31013E+07
0 NP = 600 IMOV = 172
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.31195E+07
0 NP = 600 IMOV = 173
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.31376E+07
0 NP = 600 IMOV = 174
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.31558E+07
0 NP = 600 IMOV = 175
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.31739E+07
0 NP = 604 IMOV = 176
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.31920E+07
0 NP = 604 IMOV = 177
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.32102E+07
0 NP = 604 IMOV = 178
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.32283E+07
0 NP = 604 IMOV = 179
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.32464E+07
0 NP = 604 IMOV = 180
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.32646E+07
0 NP = 604 IMOV = 181
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.32827E+07
0 NP = 604 IMOV = 182
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.33008E+07
0 NP = 604 IMOV = 183
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.33190E+07
0 NP = 604 IMOV = 184
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.33371E+07
0 NP = 604 IMOV = 185
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.33553E+07
0 NP = 604 IMOV = 186
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.33734E+07
0 NP = 604 IMOV = 187
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.33915E+07
0 NP = 604 IMOV = 188
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.34097E+07
0 NP = 604 IMOV = 189
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.34278E+07
0 NP = 604 IMOV = 190
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.34459E+07
0 NP = 604 IMOV = 191
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.34641E+07
0 NP = 604 IMOV = 192
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.34822E+07
0 NP = 604 IMOV = 193
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.35003E+07
0 NP = 604 IMOV = 194
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.35185E+07
0 NP = 604 IMOV = 195
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.35366E+07
0 NP = 604 IMOV = 196
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.35548E+07
0 NP = 604 IMOV = 197
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.35729E+07
0 NP = 604 IMOV = 198
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.35910E+07
0 NP = 604 IMOV = 199
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.36092E+07
0 NP = 604 IMOV = 200
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.36273E+07
1Example 3 - Waste Injection Example File
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 1
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 5 11
0 0.0 0.0 0.000
1 548.2 47.6 0.087
2 548.2 46.6 0.087
3 548.2 49.8 0.088
4 548.2 46.7 0.089
5 548.2 49.0 0.089
6 548.2 47.2 0.090
7 548.2 48.5 0.090
8 548.2 46.9 0.091
9 548.2 48.3 0.091
10 548.2 47.0 0.092
11 548.2 49.4 0.093
12 548.2 47.0 0.093
13 548.2 49.1 0.094
14 548.2 46.4 0.094
15 548.2 49.4 0.095
16 548.2 46.9 0.095
17 548.2 48.1 0.096
18 548.2 47.4 0.097
19 548.2 49.3 0.097
20 548.2 47.0 0.098
21 548.2 49.5 0.098
22 548.2 47.2 0.099
23 548.2 48.8 0.099
24 548.2 47.6 0.100
25 548.2 48.0 0.101
26 548.2 47.2 0.101
27 548.2 49.7 0.102
28 548.2 47.0 0.102
29 548.2 49.2 0.103
30 548.2 47.4 0.103
31 548.2 48.7 0.104
32 548.2 47.4 0.105
33 548.2 48.3 0.105
34 548.2 47.2 0.106
35 548.2 49.3 0.106
36 548.2 47.1 0.107
37 548.2 49.1 0.107
38 548.2 47.2 0.108
39 548.2 49.4 0.109
40 548.2 47.4 0.109
41 548.2 47.9 0.110
42 548.2 47.2 0.110
43 548.2 49.2 0.111
44 548.2 46.9 0.111
45 548.2 49.6 0.112
46 548.2 47.4 0.113
47 548.2 48.9 0.113
48 548.2 47.6 0.114
49 548.2 47.8 0.114
50 548.2 46.9 0.115
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 7 11
0 0.0 0.0 0.000
1 549.4 29.0 0.087
2 549.4 28.5 0.087
3 549.4 28.8 0.088
4 549.4 28.2 0.089
5 549.4 28.7 0.089
6 549.4 28.8 0.090
7 549.4 29.0 0.090
8 549.4 28.7 0.091
9 549.4 29.1 0.091
10 549.4 28.7 0.092
11 549.4 28.5 0.093
12 549.4 28.4 0.093
13 549.4 28.7 0.094
14 549.4 28.6 0.094
15 549.4 28.8 0.095
16 549.4 28.7 0.095
17 549.4 29.1 0.096
18 549.4 28.3 0.097
19 549.4 28.8 0.097
20 549.4 28.7 0.098
21 549.4 29.0 0.098
22 549.4 28.6 0.099
23 549.4 28.8 0.099
24 549.4 28.7 0.100
25 549.4 28.7 0.101
26 549.4 28.6 0.101
27 549.4 29.1 0.102
28 549.4 28.8 0.102
29 549.4 29.0 0.103
30 549.4 28.7 0.103
31 549.4 28.8 0.104
32 549.4 28.3 0.105
33 549.4 28.9 0.105
34 549.4 28.8 0.106
35 549.4 29.0 0.106
36 549.4 28.7 0.107
37 549.4 29.1 0.107
38 549.4 28.9 0.108
39 549.4 28.6 0.109
40 549.4 28.5 0.109
41 549.4 28.9 0.110
42 549.4 28.5 0.110
43 549.4 28.7 0.111
44 549.4 28.5 0.111
45 549.4 28.9 0.112
46 549.4 28.4 0.113
47 549.4 28.8 0.113
48 549.4 28.9 0.114
49 549.4 29.1 0.114
50 549.4 28.6 0.115
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 8 11
0 0.0 0.0 0.000
1 548.9 20.8 0.087
2 548.9 20.5 0.087
3 548.9 20.8 0.088
4 548.9 20.7 0.089
5 548.9 20.6 0.089
6 548.9 20.7 0.090
7 548.9 21.0 0.090
8 548.9 20.8 0.091
9 548.9 20.9 0.091
10 548.9 20.6 0.092
11 548.9 20.9 0.093
12 548.9 20.2 0.093
13 548.9 20.6 0.094
14 548.9 20.8 0.094
15 548.9 20.9 0.095
16 548.9 20.7 0.095
17 548.9 20.8 0.096
18 548.9 20.6 0.097
19 548.9 20.7 0.097
20 548.9 20.6 0.098
21 548.9 20.8 0.098
22 548.9 20.8 0.099
23 548.9 20.7 0.099
24 548.9 20.5 0.100
25 548.9 21.1 0.101
26 548.9 20.5 0.101
27 548.9 21.0 0.102
28 548.9 21.0 0.102
29 548.9 20.8 0.103
30 548.9 20.6 0.103
31 548.9 20.8 0.104
32 548.9 20.5 0.105
33 548.9 20.8 0.105
34 548.9 20.8 0.106
35 548.9 20.9 0.106
36 548.9 20.9 0.107
37 548.9 21.0 0.107
38 548.9 20.6 0.108
39 548.9 21.3 0.109
40 548.9 20.3 0.109
41 548.9 20.6 0.110
42 548.9 20.7 0.110
43 548.9 20.8 0.111
44 548.9 20.6 0.111
45 548.9 20.9 0.112
46 548.9 20.8 0.113
47 548.9 20.7 0.113
48 548.9 20.7 0.114
49 548.9 20.9 0.114
50 548.9 20.8 0.115
0 NP = 604 IMOV = 201
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.36454E+07
0 NP = 604 IMOV = 202
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.36636E+07
0 NP = 604 IMOV = 203
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.36817E+07
0 NP = 604 IMOV = 204
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.36998E+07
0 NP = 604 IMOV = 205
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.37180E+07
0 NP = 604 IMOV = 206
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.37361E+07
0 NP = 604 IMOV = 207
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.37543E+07
0 NP = 604 IMOV = 208
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.37724E+07
0 NP = 604 IMOV = 209
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.37905E+07
0 NP = 604 IMOV = 210
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.38087E+07
0 NP = 604 IMOV = 211
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.38268E+07
0 NP = 604 IMOV = 212
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.38449E+07
0 NP = 604 IMOV = 213
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.38631E+07
0 NP = 604 IMOV = 214
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.38812E+07
0 NP = 604 IMOV = 215
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.38994E+07
0 NP = 604 IMOV = 216
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.39175E+07
0 NP = 604 IMOV = 217
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.39356E+07
0 NP = 604 IMOV = 218
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.39538E+07
0 NP = 604 IMOV = 219
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.39719E+07
0 NP = 604 IMOV = 220
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.39900E+07
0 NP = 604 IMOV = 221
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.40082E+07
0 NP = 604 IMOV = 222
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.40263E+07
0 NP = 604 IMOV = 223
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.40444E+07
0 NP = 606 IMOV = 224
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.40626E+07
0 NP = 606 IMOV = 225
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.40807E+07
0 NP = 606 IMOV = 226
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.40989E+07
0 NP = 606 IMOV = 227
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.41170E+07
0 NP = 606 IMOV = 228
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.41351E+07
0 NP = 606 IMOV = 229
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.41533E+07
0 NP = 606 IMOV = 230
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.41714E+07
0 NP = 606 IMOV = 231
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.41895E+07
0 NP = 606 IMOV = 232
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.42077E+07
0 NP = 606 IMOV = 233
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.42258E+07
0 NP = 606 IMOV = 234
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.42439E+07
0 NP = 606 IMOV = 235
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.42621E+07
0 NP = 606 IMOV = 236
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.42802E+07
0 NP = 606 IMOV = 237
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.42984E+07
0 NP = 606 IMOV = 238
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.43165E+07
0 NP = 606 IMOV = 239
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.43346E+07
0 NP = 606 IMOV = 240
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.43528E+07
0 NP = 606 IMOV = 241
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.43709E+07
0 NP = 606 IMOV = 242
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.43890E+07
0 NP = 606 IMOV = 243
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.44072E+07
0 NP = 606 IMOV = 244
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.44253E+07
0 NP = 606 IMOV = 245
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.44434E+07
0 NP = 606 IMOV = 246
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.44616E+07
0 NP = 606 IMOV = 247
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.44797E+07
0 NP = 606 IMOV = 248
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.44979E+07
0 NP = 606 IMOV = 249
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.45160E+07
0 NP = 606 IMOV = 250
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.45341E+07
1Example 3 - Waste Injection Example File
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 1
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 5 11
0 0.0 0.0 0.000
1 548.2 49.6 0.116
2 548.2 47.3 0.116
3 548.2 49.1 0.117
4 548.2 47.5 0.117
5 548.2 48.7 0.118
6 548.2 47.1 0.118
7 548.2 48.4 0.119
8 548.2 47.2 0.120
9 548.2 49.5 0.120
10 548.2 47.4 0.121
11 548.2 49.1 0.121
12 548.2 47.1 0.122
13 548.2 49.4 0.122
14 548.2 47.2 0.123
15 548.2 48.1 0.124
16 548.2 47.6 0.124
17 548.2 49.3 0.125
18 548.2 47.1 0.125
19 548.2 49.6 0.126
20 548.2 47.2 0.126
21 548.2 48.9 0.127
22 548.2 47.5 0.128
23 548.2 48.1 0.128
24 548.2 47.2 0.129
25 548.2 49.8 0.129
26 548.2 47.2 0.130
27 548.2 49.2 0.130
28 548.2 47.4 0.131
29 548.2 48.7 0.132
30 548.2 47.4 0.132
31 548.2 48.4 0.133
32 548.2 47.4 0.133
33 548.2 49.4 0.134
34 548.2 47.1 0.134
35 548.2 49.1 0.135
36 548.2 47.0 0.136
37 548.2 49.5 0.136
38 548.2 47.5 0.137
39 548.2 48.0 0.137
40 548.2 47.4 0.138
41 548.2 49.2 0.139
42 548.2 46.8 0.139
43 548.2 49.5 0.140
44 548.2 47.5 0.140
45 548.2 48.8 0.141
46 548.2 47.5 0.141
47 548.2 48.0 0.142
48 548.2 46.9 0.143
49 548.2 49.6 0.143
50 548.2 47.0 0.144
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 7 11
0 0.0 0.0 0.000
1 549.4 28.9 0.116
2 549.4 28.6 0.116
3 549.4 28.5 0.117
4 549.4 28.5 0.117
5 549.4 28.8 0.118
6 549.4 28.8 0.118
7 549.4 29.2 0.119
8 549.4 28.7 0.120
9 549.4 28.9 0.120
10 549.4 28.2 0.121
11 549.4 28.7 0.121
12 549.4 28.7 0.122
13 549.4 28.9 0.122
14 549.4 28.6 0.123
15 549.4 29.0 0.124
16 549.4 28.8 0.124
17 549.4 28.7 0.125
18 549.4 28.7 0.125
19 549.4 29.0 0.126
20 549.4 28.8 0.126
21 549.4 28.9 0.127
22 549.4 28.7 0.128
23 549.4 29.0 0.128
24 549.4 28.2 0.129
25 549.4 28.8 0.129
26 549.4 28.9 0.130
27 549.4 29.2 0.130
28 549.4 28.8 0.131
29 549.4 29.0 0.132
30 549.4 28.8 0.132
31 549.4 28.8 0.133
32 549.4 28.4 0.133
33 549.4 28.8 0.134
34 549.4 28.5 0.134
35 549.4 28.9 0.135
36 549.4 28.7 0.136
37 549.4 29.0 0.136
38 549.4 28.4 0.137
39 549.4 28.9 0.137
40 549.4 28.8 0.138
41 549.4 28.9 0.139
42 549.4 28.5 0.139
43 549.4 28.9 0.140
44 549.4 28.7 0.140
45 549.4 28.5 0.141
46 549.4 28.6 0.141
47 549.4 29.1 0.142
48 549.4 28.7 0.143
49 549.4 28.9 0.143
50 549.4 28.6 0.144
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 8 11
0 0.0 0.0 0.000
1 548.9 20.8 0.116
2 548.9 20.5 0.116
3 548.9 20.9 0.117
4 548.9 20.3 0.117
5 548.9 20.7 0.118
6 548.9 20.9 0.118
7 548.9 21.1 0.119
8 548.9 20.7 0.120
9 548.9 20.8 0.120
10 548.9 20.6 0.121
11 548.9 20.6 0.121
12 548.9 20.6 0.122
13 548.9 20.8 0.122
14 548.9 20.8 0.123
15 548.9 20.8 0.124
16 548.9 20.7 0.124
17 548.9 21.2 0.125
18 548.9 20.4 0.125
19 548.9 20.9 0.126
20 548.9 20.9 0.126
21 548.9 20.8 0.127
22 548.9 20.5 0.128
23 548.9 20.8 0.128
24 548.9 20.7 0.129
25 548.9 20.9 0.129
26 548.9 20.9 0.130
27 548.9 21.0 0.130
28 548.9 20.9 0.131
29 548.9 20.9 0.132
30 548.9 20.5 0.132
31 548.9 21.1 0.133
32 548.9 20.3 0.133
33 548.9 20.6 0.134
34 548.9 20.8 0.134
35 548.9 20.9 0.135
36 548.9 20.7 0.136
37 548.9 21.1 0.136
38 548.9 20.7 0.137
39 548.9 20.6 0.137
40 548.9 20.6 0.138
41 548.9 20.7 0.139
42 548.9 20.7 0.139
43 548.9 20.8 0.140
44 548.9 20.6 0.140
45 548.9 21.0 0.141
46 548.9 20.4 0.141
47 548.9 20.9 0.142
48 548.9 20.9 0.143
49 548.9 21.0 0.143
50 548.9 20.6 0.144
0 NP = 606 IMOV = 251
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.45523E+07
0 NP = 606 IMOV = 252
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.45704E+07
0 NP = 606 IMOV = 253
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.45885E+07
0 NP = 606 IMOV = 254
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.46067E+07
0 NP = 606 IMOV = 255
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.46248E+07
0 NP = 606 IMOV = 256
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.46429E+07
0 NP = 606 IMOV = 257
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.46611E+07
0 NP = 606 IMOV = 258
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.46792E+07
0 NP = 606 IMOV = 259
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.46974E+07
0 NP = 606 IMOV = 260
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.47155E+07
0 NP = 606 IMOV = 261
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.47336E+07
0 NP = 606 IMOV = 262
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.47518E+07
0 NP = 606 IMOV = 263
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.47699E+07
0 NP = 606 IMOV = 264
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.47880E+07
0 NP = 606 IMOV = 265
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.48062E+07
0 NP = 606 IMOV = 266
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.48243E+07
0 NP = 606 IMOV = 267
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.48424E+07
0 NP = 606 IMOV = 268
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.48606E+07
0 NP = 606 IMOV = 269
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.48787E+07
0 NP = 606 IMOV = 270
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.48969E+07
0 NP = 606 IMOV = 271
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.49150E+07
0 NP = 606 IMOV = 272
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.49331E+07
0 NP = 606 IMOV = 273
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.49513E+07
0 NP = 606 IMOV = 274
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.49694E+07
0 NP = 606 IMOV = 275
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.49875E+07
0 NP = 606 IMOV = 276
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.50057E+07
0 NP = 606 IMOV = 277
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.50238E+07
0 NP = 606 IMOV = 278
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.50420E+07
0 NP = 606 IMOV = 279
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.50601E+07
0 NP = 606 IMOV = 280
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.50782E+07
0 NP = 606 IMOV = 281
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.50964E+07
0 NP = 606 IMOV = 282
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.51145E+07
0 NP = 606 IMOV = 283
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.51326E+07
0 NP = 606 IMOV = 284
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.51508E+07
0 NP = 606 IMOV = 285
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.51689E+07
0 NP = 606 IMOV = 286
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.51870E+07
0 NP = 606 IMOV = 287
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.52052E+07
0 NP = 606 IMOV = 288
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.52233E+07
0 NP = 606 IMOV = 289
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.52415E+07
0 NP = 606 IMOV = 290
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.52596E+07
0 NP = 606 IMOV = 291
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.52777E+07
0 NP = 606 IMOV = 292
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.52959E+07
0 NP = 606 IMOV = 293
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.53140E+07
0 NP = 606 IMOV = 294
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.53321E+07
0 NP = 606 IMOV = 295
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.53503E+07
0 NP = 606 IMOV = 296
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.53684E+07
0 NP = 606 IMOV = 297
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.53865E+07
0 NP = 606 IMOV = 298
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.54047E+07
0 NP = 606 IMOV = 299
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.54228E+07
0 NP = 606 IMOV = 300
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.54410E+07
1Example 3 - Waste Injection Example File
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 1
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 5 11
0 0.0 0.0 0.000
1 548.2 49.2 0.144
2 548.2 47.6 0.145
3 548.2 48.7 0.145
4 548.2 47.3 0.146
5 548.2 48.2 0.147
6 548.2 47.0 0.147
7 548.2 49.4 0.148
8 548.2 47.5 0.148
9 548.2 49.1 0.149
10 548.2 47.1 0.149
11 548.2 49.4 0.150
12 548.2 47.1 0.151
13 548.2 47.9 0.151
14 548.2 47.3 0.152
15 548.2 49.3 0.152
16 548.2 47.1 0.153
17 548.2 49.6 0.153
18 548.2 47.5 0.154
19 548.2 48.9 0.155
20 548.2 47.6 0.155
21 548.2 48.1 0.156
22 548.2 47.3 0.156
23 548.2 49.7 0.157
24 548.2 47.3 0.157
25 548.2 49.2 0.158
26 548.2 47.4 0.159
27 548.2 48.7 0.159
28 548.2 47.3 0.160
29 548.2 48.5 0.160
30 548.2 47.3 0.161
31 548.2 49.4 0.161
32 548.2 47.3 0.162
33 548.2 49.1 0.163
34 548.2 46.8 0.163
35 548.2 49.4 0.164
36 548.2 47.4 0.164
37 548.2 48.1 0.165
38 548.2 47.5 0.166
39 548.2 49.4 0.166
40 548.2 46.8 0.167
41 548.2 49.6 0.167
42 548.2 47.3 0.168
43 548.2 49.0 0.168
44 548.2 47.6 0.169
45 548.2 48.0 0.170
46 548.2 47.1 0.170
47 548.2 49.7 0.171
48 548.2 47.0 0.171
49 548.2 49.2 0.172
50 548.2 47.6 0.172
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 7 11
0 0.0 0.0 0.000
1 549.4 28.9 0.144
2 549.4 28.3 0.145
3 549.4 28.6 0.145
4 549.4 28.7 0.146
5 549.4 29.1 0.147
6 549.4 28.7 0.147
7 549.4 29.1 0.148
8 549.4 28.8 0.148
9 549.4 28.6 0.149
10 549.4 28.6 0.149
11 549.4 28.8 0.150
12 549.4 28.6 0.151
13 549.4 28.9 0.151
14 549.4 28.6 0.152
15 549.4 28.9 0.152
16 549.4 28.4 0.153
17 549.4 29.0 0.153
18 549.4 29.0 0.154
19 549.4 29.1 0.155
20 549.4 28.7 0.155
21 549.4 29.0 0.156
22 549.4 28.7 0.156
23 549.4 28.6 0.157
24 549.4 28.5 0.157
25 549.4 28.9 0.158
26 549.4 28.8 0.159
27 549.4 29.0 0.159
28 549.4 28.8 0.160
29 549.4 29.2 0.160
30 549.4 28.3 0.161
31 549.4 28.7 0.161
32 549.4 28.7 0.162
33 549.4 28.8 0.163
34 549.4 28.6 0.163
35 549.4 28.9 0.164
36 549.4 28.8 0.164
37 549.4 28.8 0.165
38 549.4 28.6 0.166
39 549.4 29.0 0.166
40 549.4 28.6 0.167
41 549.4 28.9 0.167
42 549.4 28.6 0.168
43 549.4 28.7 0.168
44 549.4 28.3 0.169
45 549.4 28.9 0.170
46 549.4 28.8 0.170
47 549.4 29.2 0.171
48 549.4 28.8 0.171
49 549.4 29.0 0.172
50 549.4 28.8 0.172
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 8 11
0 0.0 0.0 0.000
1 548.9 20.6 0.144
2 548.9 20.5 0.145
3 548.9 20.6 0.145
4 548.9 20.7 0.146
5 548.9 21.0 0.147
6 548.9 21.0 0.147
7 548.9 20.9 0.148
8 548.9 20.6 0.148
9 548.9 21.1 0.149
10 548.9 20.3 0.149
11 548.9 20.8 0.150
12 548.9 20.8 0.151
13 548.9 20.8 0.151
14 548.9 20.6 0.152
15 548.9 20.9 0.152
16 548.9 20.8 0.153
17 548.9 21.0 0.153
18 548.9 20.8 0.154
19 548.9 20.9 0.155
20 548.9 20.8 0.155
21 548.9 20.8 0.156
22 548.9 20.5 0.156
23 548.9 21.1 0.157
24 548.9 20.4 0.157
25 548.9 20.7 0.158
26 548.9 20.9 0.159
27 548.9 21.1 0.159
28 548.9 20.7 0.160
29 548.9 21.0 0.160
30 548.9 20.7 0.161
31 548.9 20.5 0.161
32 548.9 20.6 0.162
33 548.9 20.7 0.163
34 548.9 20.8 0.163
35 548.9 20.9 0.164
36 548.9 20.7 0.164
37 548.9 21.1 0.165
38 548.9 20.4 0.166
39 548.9 20.7 0.166
40 548.9 20.8 0.167
41 548.9 20.8 0.167
42 548.9 20.6 0.168
43 548.9 20.7 0.168
44 548.9 20.6 0.169
45 548.9 20.7 0.170
46 548.9 20.8 0.170
47 548.9 21.1 0.171
48 548.9 20.9 0.171
49 548.9 20.8 0.172
50 548.9 20.5 0.172
0 NP = 606 IMOV = 301
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.54591E+07
0 NP = 606 IMOV = 302
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.54772E+07
0 NP = 606 IMOV = 303
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.54954E+07
0 NP = 606 IMOV = 304
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.55135E+07
0 NP = 606 IMOV = 305
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.55316E+07
0 NP = 606 IMOV = 306
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.55498E+07
0 NP = 606 IMOV = 307
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.55679E+07
0 NP = 606 IMOV = 308
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.55860E+07
0 NP = 606 IMOV = 309
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.56042E+07
0 NP = 606 IMOV = 310
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.56223E+07
0 NP = 606 IMOV = 311
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.56405E+07
0 NP = 606 IMOV = 312
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.56586E+07
0 NP = 606 IMOV = 313
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.56767E+07
0 NP = 606 IMOV = 314
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.56949E+07
0 NP = 606 IMOV = 315
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.57130E+07
0 NP = 606 IMOV = 316
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.57311E+07
0 NP = 606 IMOV = 317
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.57493E+07
0 NP = 606 IMOV = 318
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.57674E+07
0 NP = 606 IMOV = 319
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.57855E+07
0 NP = 606 IMOV = 320
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.58037E+07
0 NP = 606 IMOV = 321
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.58218E+07
0 NP = 606 IMOV = 322
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.58400E+07
0 NP = 606 IMOV = 323
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.58581E+07
0 NP = 606 IMOV = 324
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.58762E+07
0 NP = 606 IMOV = 325
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.58944E+07
0 NP = 606 IMOV = 326
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.59125E+07
0 NP = 606 IMOV = 327
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.59306E+07
0 NP = 606 IMOV = 328
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.59488E+07
0 NP = 606 IMOV = 329
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.59669E+07
0 NP = 606 IMOV = 330
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.59850E+07
0 NP = 606 IMOV = 331
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.60032E+07
0 NP = 606 IMOV = 332
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.60213E+07
0 NP = 606 IMOV = 333
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.60395E+07
0 NP = 606 IMOV = 334
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.60576E+07
0 NP = 606 IMOV = 335
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.60757E+07
0 NP = 606 IMOV = 336
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.60939E+07
0 NP = 606 IMOV = 337
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.61120E+07
0 NP = 606 IMOV = 338
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.61301E+07
0 NP = 606 IMOV = 339
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.61483E+07
0 NP = 606 IMOV = 340
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.61664E+07
0 NP = 606 IMOV = 341
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.61846E+07
0 NP = 606 IMOV = 342
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.62027E+07
0 NP = 606 IMOV = 343
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.62208E+07
0 NP = 606 IMOV = 344
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.62390E+07
0 NP = 606 IMOV = 345
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.62571E+07
0 NP = 606 IMOV = 346
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.62752E+07
0 NP = 606 IMOV = 347
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.62934E+07
0 NP = 606 IMOV = 348
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.63115E+07
0 NP = 606 IMOV = 349
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.63296E+07
0 NP = 606 IMOV = 350
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.63478E+07
1Example 3 - Waste Injection Example File
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 1
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 5 11
0 0.0 0.0 0.000
1 548.2 48.7 0.173
2 548.2 47.3 0.174
3 548.2 48.3 0.174
4 548.2 47.0 0.175
5 548.2 49.2 0.175
6 548.2 47.2 0.176
7 548.2 49.2 0.176
8 548.2 47.1 0.177
9 548.2 49.4 0.178
10 548.2 47.4 0.178
11 548.2 47.8 0.179
12 548.2 47.2 0.179
13 548.2 49.2 0.180
14 548.2 47.1 0.180
15 548.2 49.6 0.181
16 548.2 47.5 0.182
17 548.2 48.9 0.182
18 548.2 47.5 0.183
19 548.2 47.9 0.183
20 548.2 47.0 0.184
21 548.2 49.8 0.184
22 548.2 47.2 0.185
23 548.2 49.1 0.186
24 548.2 47.5 0.186
25 548.2 48.6 0.187
26 548.2 47.2 0.187
27 548.2 48.5 0.188
28 548.2 47.4 0.189
29 548.2 49.4 0.189
30 548.2 47.4 0.190
31 548.2 49.2 0.190
32 548.2 46.8 0.191
33 548.2 49.4 0.191
34 548.2 47.3 0.192
35 548.2 48.1 0.193
36 548.2 47.5 0.193
37 548.2 49.4 0.194
38 548.2 47.1 0.194
39 548.2 49.6 0.195
40 548.2 47.2 0.195
41 548.2 48.9 0.196
42 548.2 47.7 0.197
43 548.2 48.0 0.197
44 548.2 47.2 0.198
45 548.2 49.7 0.198
46 548.2 46.9 0.199
47 548.2 49.2 0.199
48 548.2 47.5 0.200
49 548.2 48.8 0.201
50 548.2 47.4 0.201
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 7 11
0 0.0 0.0 0.000
1 549.4 28.5 0.173
2 549.4 28.5 0.174
3 549.4 29.0 0.174
4 549.4 28.5 0.175
5 549.4 28.8 0.175
6 549.4 28.6 0.176
7 549.4 29.1 0.176
8 549.4 28.4 0.177
9 549.4 28.8 0.178
10 549.4 28.8 0.178
11 549.4 29.1 0.179
12 549.4 28.6 0.179
13 549.4 28.9 0.180
14 549.4 28.6 0.180
15 549.4 28.7 0.181
16 549.4 28.6 0.182
17 549.4 29.0 0.182
18 549.4 28.8 0.183
19 549.4 29.1 0.183
20 549.4 28.6 0.184
21 549.4 28.9 0.184
22 549.4 28.2 0.185
23 549.4 28.7 0.186
24 549.4 28.7 0.186
25 549.4 28.9 0.187
26 549.4 28.7 0.187
27 549.4 29.2 0.188
28 549.4 28.8 0.189
29 549.4 28.6 0.189
30 549.4 28.4 0.190
31 549.4 28.8 0.190
32 549.4 28.6 0.191
33 549.4 28.7 0.191
34 549.4 28.6 0.192
35 549.4 29.0 0.193
36 549.4 28.3 0.193
37 549.4 28.9 0.194
38 549.4 28.9 0.194
39 549.4 29.1 0.195
40 549.4 28.7 0.195
41 549.4 28.9 0.196
42 549.4 28.7 0.197
43 549.4 28.6 0.197
44 549.4 28.5 0.198
45 549.4 29.0 0.198
46 549.4 28.7 0.199
47 549.4 29.1 0.199
48 549.4 28.8 0.200
49 549.4 28.9 0.201
50 549.4 28.4 0.201
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 8 11
0 0.0 0.0 0.000
1 548.9 21.0 0.173
2 548.9 20.2 0.174
3 548.9 20.8 0.174
4 548.9 20.9 0.175
5 548.9 20.8 0.175
6 548.9 20.7 0.176
7 548.9 21.0 0.176
8 548.9 20.7 0.177
9 548.9 20.9 0.178
10 548.9 20.7 0.178
11 548.9 20.8 0.179
12 548.9 20.7 0.179
13 548.9 20.8 0.180
14 548.9 20.5 0.180
15 548.9 21.2 0.181
16 548.9 20.5 0.182
17 548.9 20.8 0.182
18 548.9 20.9 0.183
19 548.9 20.9 0.183
20 548.9 20.6 0.184
21 548.9 20.9 0.184
22 548.9 20.6 0.185
23 548.9 20.5 0.186
24 548.9 20.7 0.186
25 548.9 20.9 0.187
26 548.9 20.9 0.187
27 548.9 21.1 0.188
28 548.9 20.7 0.189
29 548.9 21.0 0.189
30 548.9 20.3 0.190
31 548.9 20.6 0.190
32 548.9 20.7 0.191
33 548.9 20.9 0.191
34 548.9 20.6 0.192
35 548.9 20.8 0.193
36 548.9 20.7 0.193
37 548.9 20.8 0.194
38 548.9 20.7 0.194
39 548.9 21.0 0.195
40 548.9 20.9 0.195
41 548.9 20.7 0.196
42 548.9 20.5 0.197
43 548.9 21.0 0.197
44 548.9 20.4 0.198
45 548.9 20.9 0.198
46 548.9 21.0 0.199
47 548.9 20.9 0.199
48 548.9 20.7 0.200
49 548.9 20.9 0.201
50 548.9 20.6 0.201
0 NP = 606 IMOV = 351
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.63659E+07
0 NP = 606 IMOV = 352
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.63841E+07
0 NP = 606 IMOV = 353
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.64022E+07
0 NP = 606 IMOV = 354
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.64203E+07
0 NP = 606 IMOV = 355
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.64385E+07
0 NP = 606 IMOV = 356
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.64566E+07
0 NP = 606 IMOV = 357
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.64747E+07
0 NP = 606 IMOV = 358
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.64929E+07
0 NP = 606 IMOV = 359
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.65110E+07
0 NP = 606 IMOV = 360
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.65291E+07
0 NP = 606 IMOV = 361
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.65473E+07
0 NP = 606 IMOV = 362
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.65654E+07
0 NP = 606 IMOV = 363
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.65836E+07
0 NP = 606 IMOV = 364
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.66017E+07
0 NP = 606 IMOV = 365
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.66198E+07
0 NP = 606 IMOV = 366
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.66380E+07
0 NP = 606 IMOV = 367
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.66561E+07
0 NP = 606 IMOV = 368
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.66742E+07
0 NP = 606 IMOV = 369
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.66924E+07
0 NP = 606 IMOV = 370
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.67105E+07
0 NP = 606 IMOV = 371
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.67286E+07
0 NP = 606 IMOV = 372
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.67468E+07
0 NP = 606 IMOV = 373
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.67649E+07
0 NP = 606 IMOV = 374
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.67831E+07
0 NP = 606 IMOV = 375
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.68012E+07
0 NP = 606 IMOV = 376
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.68193E+07
0 NP = 606 IMOV = 377
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.68375E+07
0 NP = 606 IMOV = 378
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.68556E+07
0 NP = 606 IMOV = 379
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.68737E+07
0 NP = 606 IMOV = 380
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.68919E+07
0 NP = 606 IMOV = 381
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.69100E+07
0 NP = 606 IMOV = 382
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.69281E+07
0 NP = 606 IMOV = 383
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.69463E+07
0 NP = 606 IMOV = 384
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.69644E+07
0 NP = 606 IMOV = 385
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.69826E+07
0 NP = 606 IMOV = 386
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.70007E+07
0 NP = 606 IMOV = 387
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.70188E+07
0 NP = 606 IMOV = 388
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.70370E+07
0 NP = 606 IMOV = 389
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.70551E+07
0 NP = 606 IMOV = 390
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.70732E+07
0 NP = 606 IMOV = 391
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.70914E+07
0 NP = 607 IMOV = 392
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.71095E+07
0 NP = 607 IMOV = 393
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.71276E+07
0 NP = 607 IMOV = 394
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.71458E+07
0 NP = 607 IMOV = 395
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.71639E+07
0 NP = 607 IMOV = 396
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.71821E+07
0 NP = 607 IMOV = 397
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.72002E+07
0 NP = 607 IMOV = 398
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.72183E+07
0 NP = 607 IMOV = 399
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.72365E+07
0 NP = 607 IMOV = 400
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.72546E+07
1Example 3 - Waste Injection Example File
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 1
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 5 11
0 0.0 0.0 0.000
1 548.2 48.3 0.202
2 548.2 47.2 0.202
3 548.2 49.3 0.203
4 548.2 47.1 0.203
5 548.2 49.1 0.204
6 548.2 47.2 0.205
7 548.2 49.4 0.205
8 548.2 47.4 0.206
9 548.2 47.9 0.206
10 548.2 47.2 0.207
11 548.2 49.2 0.207
12 548.2 46.9 0.208
13 548.2 49.6 0.209
14 548.2 47.4 0.209
15 548.2 48.8 0.210
16 548.2 47.6 0.210
17 548.2 47.9 0.211
18 548.2 46.9 0.211
19 548.2 49.7 0.212
20 548.2 47.3 0.213
21 548.2 49.1 0.213
22 548.2 47.5 0.214
23 548.2 48.7 0.214
24 548.2 47.1 0.215
25 548.2 48.3 0.216
26 548.2 47.1 0.216
27 548.2 49.5 0.217
28 548.2 47.4 0.217
29 548.2 49.1 0.218
30 548.2 47.1 0.218
31 548.2 49.4 0.219
32 548.2 47.2 0.220
33 548.2 48.1 0.220
34 548.2 47.5 0.221
35 548.2 49.3 0.221
36 548.2 47.1 0.222
37 548.2 49.7 0.222
38 548.2 47.2 0.223
39 548.2 48.9 0.224
40 548.2 47.6 0.224
41 548.2 48.1 0.225
42 548.2 47.2 0.225
43 548.2 49.8 0.226
44 548.2 47.2 0.226
45 548.2 49.1 0.227
46 548.2 47.4 0.228
47 548.2 48.7 0.228
48 548.2 47.5 0.229
49 548.2 48.4 0.229
50 548.2 47.4 0.230
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 7 11
0 0.0 0.0 0.000
1 549.4 29.0 0.202
2 549.4 28.8 0.202
3 549.4 28.9 0.203
4 549.4 28.6 0.203
5 549.4 29.0 0.204
6 549.4 28.8 0.205
7 549.4 28.7 0.205
8 549.4 28.6 0.206
9 549.4 29.0 0.206
10 549.4 28.6 0.207
11 549.4 28.8 0.207
12 549.4 28.5 0.208
13 549.4 28.8 0.209
14 549.4 28.3 0.209
15 549.4 28.7 0.210
16 549.4 28.8 0.210
17 549.4 29.2 0.211
18 549.4 28.7 0.211
19 549.4 29.0 0.212
20 549.4 28.7 0.213
21 549.4 28.6 0.213
22 549.4 28.5 0.214
23 549.4 28.7 0.214
24 549.4 28.6 0.215
25 549.4 29.0 0.216
26 549.4 28.7 0.216
27 549.4 29.0 0.217
28 549.4 28.3 0.217
29 549.4 28.7 0.218
30 549.4 28.7 0.218
31 549.4 28.9 0.219
32 549.4 28.6 0.220
33 549.4 28.9 0.220
34 549.4 28.7 0.221
35 549.4 28.5 0.221
36 549.4 28.6 0.222
37 549.4 29.1 0.222
38 549.4 28.9 0.223
39 549.4 29.0 0.224
40 549.4 28.8 0.224
41 549.4 29.1 0.225
42 549.4 28.2 0.225
43 549.4 28.8 0.226
44 549.4 28.8 0.226
45 549.4 29.0 0.227
46 549.4 28.8 0.228
47 549.4 29.1 0.228
48 549.4 28.8 0.229
49 549.4 28.8 0.229
50 549.4 28.5 0.230
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 8 11
0 0.0 0.0 0.000
1 548.9 20.8 0.202
2 548.9 20.7 0.202
3 548.9 20.8 0.203
4 548.9 20.8 0.203
5 548.9 20.9 0.204
6 548.9 20.6 0.205
7 548.9 21.3 0.205
8 548.9 20.4 0.206
9 548.9 20.7 0.206
10 548.9 20.8 0.207
11 548.9 20.8 0.207
12 548.9 20.5 0.208
13 548.9 20.8 0.209
14 548.9 20.7 0.209
15 548.9 20.6 0.210
16 548.9 20.7 0.210
17 548.9 21.0 0.211
18 548.9 20.9 0.211
19 548.9 20.9 0.212
20 548.9 20.6 0.213
21 548.9 20.9 0.213
22 548.9 20.2 0.214
23 548.9 20.6 0.214
24 548.9 20.8 0.215
25 548.9 21.0 0.216
26 548.9 20.8 0.216
27 548.9 20.9 0.217
28 548.9 20.7 0.217
29 548.9 20.7 0.218
30 548.9 20.6 0.218
31 548.9 20.8 0.219
32 548.9 20.8 0.220
33 548.9 20.7 0.220
34 548.9 20.5 0.221
35 548.9 21.1 0.221
36 548.9 20.5 0.222
37 548.9 21.0 0.222
38 548.9 21.0 0.223
39 548.9 20.9 0.224
40 548.9 20.6 0.224
41 548.9 20.8 0.225
42 548.9 20.6 0.225
43 548.9 20.8 0.226
44 548.9 20.8 0.226
45 548.9 20.9 0.227
46 548.9 20.9 0.228
47 548.9 21.0 0.228
48 548.9 20.6 0.229
49 548.9 21.2 0.229
50 548.9 20.4 0.230
0 NP = 607 IMOV = 401
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.72727E+07
0 NP = 607 IMOV = 402
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.72909E+07
0 NP = 607 IMOV = 403
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.73090E+07
0 NP = 607 IMOV = 404
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.73271E+07
0 NP = 607 IMOV = 405
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.73453E+07
0 NP = 607 IMOV = 406
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.73634E+07
0 NP = 607 IMOV = 407
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.73816E+07
0 NP = 607 IMOV = 408
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.73997E+07
0 NP = 607 IMOV = 409
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.74178E+07
0 NP = 607 IMOV = 410
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.74360E+07
0 NP = 607 IMOV = 411
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.74541E+07
0 NP = 607 IMOV = 412
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.74722E+07
0 NP = 607 IMOV = 413
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.74904E+07
0 NP = 607 IMOV = 414
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.75085E+07
0 NP = 607 IMOV = 415
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.75267E+07
0 NP = 607 IMOV = 416
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.75448E+07
0 NP = 607 IMOV = 417
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.75629E+07
0 NP = 607 IMOV = 418
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.75811E+07
0 NP = 607 IMOV = 419
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.75992E+07
0 NP = 607 IMOV = 420
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.76173E+07
0 NP = 607 IMOV = 421
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.76355E+07
0 NP = 607 IMOV = 422
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.76536E+07
0 NP = 607 IMOV = 423
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.76717E+07
0 NP = 607 IMOV = 424
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.76899E+07
0 NP = 607 IMOV = 425
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.77080E+07
0 NP = 607 IMOV = 426
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.77262E+07
0 NP = 607 IMOV = 427
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.77443E+07
0 NP = 607 IMOV = 428
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.77624E+07
0 NP = 607 IMOV = 429
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.77806E+07
0 NP = 607 IMOV = 430
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.77987E+07
0 NP = 607 IMOV = 431
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.78168E+07
0 NP = 607 IMOV = 432
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.78350E+07
0 NP = 607 IMOV = 433
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.78531E+07
0 NP = 607 IMOV = 434
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.78712E+07
0 NP = 607 IMOV = 435
TIM(N) = 0.78894E+07 TIMV = 18137. SUMTCH = 0.78894E+07
1CONCENTRATION
NUMBER OF TIME STEPS = 1
DELTA T = 0.78894E+07
TIME(SECONDS) = 0.78894E+07
CHEM.TIME(SECONDS) = 0.78894E+07
CHEM.TIME(DAYS) = 0.91312E+02
TIME(YEARS) = 0.25000E+00
CHEM.TIME(YEARS) = 0.25000E+00
NO. MOVES COMPLETED = 435
0 0 0 0 0 0 0 0 0 0 0
0 0 6 10 15 9 4 2 1 1 0
0 0 13 21 38 24 10 4 2 1 0
0 0 24 55 116 64 22 8 4 2 0
0 0 36 57 89 56 30 13 6 3 0
0 0 43 54 76 62 36 19 9 5 0
0 0 48 60 68 62 37 22 12 8 0
0 0 49 55 62 53 37 23 15 10 0
0 0 50 55 59 50 38 25 17 13 0
0 0 49 51 56 52 38 28 20 15 0
0 0 50 50 53 50 40 29 21 17 0
0 0 50 49 52 47 41 31 23 19 0
0 0 50 50 51 49 45 36 28 23 0
0 0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = -0.34537E+11
MASS PUMPED IN = 0.56567E+11
MASS PUMPED OUT = -0.13848E+11
MASS LOST BY DECAY = -0.15449E+10
MASS ADSORBED ON SOLIDS= 0.28981E+09
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = 0.81821E+10
INITIAL MASS DISSOLVED = 0.00000E+00
PRESENT MASS DISSOLVED = 0.43744E+10
CHANGE MASS DISSOLVED = 0.43744E+10
CHANGE TOTL.MASS STORED= 0.46642E+10
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = 0.19731E+10
ERROR (AS PERCENT) = 0.34880E+01
1Example 3 - Waste Injection Example File
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 1
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 5 11
0 0.0 0.0 0.000
1 548.2 49.4 0.230
2 548.2 47.1 0.231
3 548.2 49.1 0.232
4 548.2 46.9 0.232
5 548.2 49.4 0.233
6 548.2 47.4 0.233
7 548.2 48.0 0.234
8 548.2 47.4 0.234
9 548.2 49.2 0.235
10 548.2 46.8 0.236
11 548.2 49.6 0.236
12 548.2 47.5 0.237
13 548.2 48.9 0.237
14 548.2 47.5 0.238
15 548.2 47.9 0.239
16 548.2 46.8 0.239
17 548.2 49.6 0.240
18 548.2 47.1 0.240
19 548.2 49.2 0.241
20 548.2 47.6 0.241
21 548.2 48.7 0.242
22 548.2 47.3 0.243
23 548.2 48.2 0.243
24 548.2 47.0 0.244
25 548.2 49.3 0.244
26 548.2 47.5 0.245
27 548.2 49.2 0.245
28 548.2 47.1 0.246
29 548.2 49.5 0.247
30 548.2 47.1 0.247
31 548.2 47.9 0.248
32 548.2 47.3 0.248
33 548.2 49.4 0.249
34 548.2 47.0 0.249
35 548.2 49.6 0.250
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 7 11
0 0.0 0.0 0.000
1 549.4 28.9 0.230
2 549.4 28.5 0.231
3 549.4 28.8 0.232
4 549.4 28.6 0.232
5 549.4 28.8 0.233
6 549.4 28.4 0.233
7 549.4 29.0 0.234
8 549.4 28.9 0.234
9 549.4 29.0 0.235
10 549.4 28.6 0.236
11 549.4 29.0 0.236
12 549.4 28.7 0.237
13 549.4 28.4 0.237
14 549.4 28.4 0.238
15 549.4 29.0 0.239
16 549.4 28.6 0.239
17 549.4 29.0 0.240
18 549.4 28.7 0.240
19 549.4 28.9 0.241
20 549.4 28.3 0.241
21 549.4 28.6 0.242
22 549.4 28.7 0.243
23 549.4 29.0 0.243
24 549.4 28.5 0.244
25 549.4 28.9 0.244
26 549.4 28.8 0.245
27 549.4 28.7 0.245
28 549.4 28.7 0.246
29 549.4 28.9 0.247
30 549.4 28.7 0.247
31 549.4 29.0 0.248
32 549.4 28.6 0.248
33 549.4 28.9 0.249
34 549.4 28.3 0.249
35 549.4 28.8 0.250
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 8 11
0 0.0 0.0 0.000
1 548.9 20.6 0.230
2 548.9 20.7 0.231
3 548.9 20.8 0.232
4 548.9 20.6 0.232
5 548.9 20.9 0.233
6 548.9 20.7 0.233
7 548.9 20.7 0.234
8 548.9 20.7 0.234
9 548.9 20.9 0.235
10 548.9 20.8 0.236
11 548.9 20.8 0.236
12 548.9 20.5 0.237
13 548.9 20.9 0.237
14 548.9 20.3 0.238
15 548.9 20.7 0.239
16 548.9 20.9 0.239
17 548.9 21.1 0.240
18 548.9 20.7 0.240
19 548.9 20.7 0.241
20 548.9 20.6 0.241
21 548.9 20.6 0.242
22 548.9 20.6 0.243
23 548.9 20.9 0.243
24 548.9 20.9 0.244
25 548.9 20.8 0.244
26 548.9 20.7 0.245
27 548.9 21.2 0.245
28 548.9 20.4 0.246
29 548.9 20.9 0.247
30 548.9 20.9 0.247
31 548.9 20.8 0.248
32 548.9 20.5 0.248
33 548.9 20.8 0.249
34 548.9 20.7 0.249
35 548.9 20.8 0.250
END OF SIMULATION BY USGS MOC
Example 3 (Future Semester)¶
The town of Tivoli is planning to expand its water supply by constructing a well in an aquifer consisting of sandy silt. The well is designed to pump continuously at a rate of 30,000 cubic meters per day. The well construction was opposed by the Guadelupe Delta Conservation Authority claiming that the well would significantly reduce the groundwater discharge into the conservation area, thereby upsetting the salinity balance of the region.
The conservation area has a southern border that is in contact with the bay with an average salinity of 10,000 ppm. The town planners claim that a groundwater divide located near the valley center will prevent any adverse change in flow to the delta, and thus have little effect on the salinity throughout the delta area.
You are tasked with constructing a two-dimensional plan view model of the area between the river and the delta prior to pumping using the information supplied below.
Use the model to determine pre-development steady-state head distribution in the system. Ignore any concentration outputs. Use computed steady-state head from supplied boundary conditions as initial head in subsequent calculations
Step 1: Simulate with given conditions, get steady state heads.
Step 2: Copy these heads into the initial head arrayposition in the inout file - repeat the simulation.
Step 3: Continue run-copy-run until produce near-zero drawdown; this last run is an equilibrum state.
Use the model to determine the average long-term salinity levels in the aquifer (the reported data values should reasonably agree with these long-term calculated values). Prepare a contour map of groundwater heads and a contour map of salinity. Calculate the area of acceptable habitatbetween the valley-conservation area interface and the bay. The authority uses a groundwater salinity value of 100 ppm as the upper limit of acceptable salinity for useful habitat. It is generally accepted that the groundwater and surface water in the conservation area are (more or less) in chemical equilibrium.
Use the model to determine the salinity in the pumped water assuming Mission Creek is fresh water and Guadelupe bay has a salinity of 10,000 ppm. Prepare a contour map of groundwater heads and a contour map of salinity. If the acceptable salinity is 10 ppm, is the water acceptable to use as drinking water?
Use the model to support or refute the claim of the conservation authority that the reduced groundwater inflow will significantly decrease available habitat. Determine the maximum acceptable pumping rate that can be used if 50% habitat loss is acceptable. Determine the maximum acceptable pumping rate that can be used if 25% habitat loss is acceptable.
Tasks:
Convert all units to feet and seconds as used in the version of USGS-MOC
Build in input file of necessary geometry
GUADLUPE DELTA MODEL 20ROWS 11COLUMNS STEADY STATE
10,2,11,20,3200,1,7,3,100,1,9,2,0,1,0,0,0,0
1000,0.0001,0.50,1000.0,0.0,0.0,0.0,1332.0,2100.0,0.10,0.49,1.0
6 6
6 12
6 18
5 6 0.0E-03 0.0 Pumping Well (set to 8.5e-03)
1 0.0035 Transmissivity ft^2/sec
0 0 0 0 0 0 0 0 0 0 0
0 3 3 3 3 3 3 3 3 3 0
0 3 3 3 3 3 3 3 3 3 0
0 3 3 3 3 3 3 3 3 3 0
0 3 3 3 3 3 3 3 3 3 0
0 3 3 3 3 3 3 3 3 3 0
0 3 3 3 3 3 3 3 3 3 0
0 3 3 3 3 3 3 3 3 3 0
0 3 3 3 3 3 3 3 3 3 0
0 3 3 3 3 3 3 3 3 3 0
0 3 3 3 3 3 3 3 3 3 0
0 3 3 3 3 3 3 3 3 3 0
0 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 0
0 2 2 2 2 2 2 2 2 2 0
0 2 2 2 2 2 2 2 2 2 0
0 2 2 2 2 2 2 2 2 2 0
0 2 2 2 2 2 2 2 2 2 0
0 2 2 2 2 2 2 2 2 2 0
0 2 2 2 2 2 2 2 2 2 0
0 0 0 0 0 0 0 0 0 0 0
1 90.0 Thickness (ft)
0 0 0 0 0 0 0 0 0 0 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0
1 -3.7E-8 Recharge array (ft/sec)
0 0 0 0 0 0 0 0 0 0 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0
1 1.0 Boundary and I/C array
0 0 0 0 0 0 0 0 0 0 0
0 2 2 2 2 2 2 2 2 2 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0
1,1.00,10000.00,0.00,0 Leakance terms at special nodes
2,1.00,0.0000,0.00,0
1 1.0 Initial Head (ft)
0 0 0 0 0 0 0 0 0 0 0
0 6 6 6 6 6 6 6 6 6 0
0 7 7 7 7 7 7 7 7 7 0
0 9 9 9 9 9 9 9 9 9 0
0 10 10 10 10 10 10 10 10 10 0
0 10 10 10 10 10 10 10 10 10 0
0 11 11 11 11 11 11 11 11 11 0
0 12 12 12 12 12 12 12 12 12 0
0 12 12 12 12 12 12 12 12 12 0
0 12 12 12 12 12 12 12 12 12 0
0 12 12 12 12 12 12 12 12 12 0
0 12 12 12 12 12 12 12 12 12 0
0 12 12 12 12 12 12 12 12 12 0
0 11 11 11 11 11 11 11 11 11 0
0 10 10 10 10 10 10 10 10 10 0
0 8 8 8 8 8 8 8 8 8 0
0 7 7 7 7 7 7 7 7 7 0
0 5 5 5 5 5 5 5 5 5 0
0 3 3 3 3 3 3 3 3 3 0
0 0 0 0 0 0 0 0 0 0 0
1 1.0 initial concentration (pph)
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 1 1 1 1 1 1 1 1 1 0
0 5 5 5 5 5 5 5 5 5 0
0 7 7 7 7 7 7 7 7 7 0
0 10 10 10 10 10 10 10 10 10 0
0 13 13 13 13 13 13 13 13 13 0
0 20 20 20 20 20 20 20 20 20 0
0 39 39 39 39 39 39 39 39 39 0
0 127 127 127 127 127 127 127 127 127 0
0 520 520 520 520 520 520 520 520 520 0
0 1547 1547 1547 1547 1547 1547 1547 1547 1547 0
0 0 0 0 0 0 0 0 0 0 0
1
10,1,7,100,1,0,1,0,0,0
1000,0,0
5 6 0.0E-03 0.0 Pumping Well (set to 8.5e-03)
The script below will run the model (on my ARM machine)
#! cp ./armmoc/bin/usgsmoc.exe ./
#! cp ./armmoc/example03/MOC03.INP ./
#! cp ./armmoc/example03/moc03.sup ./
! ./usgsmoc.exe < moc03.sup ;
# next line lists output file on server - probably want to use an editor to parse the file for map making
! cat MOC03-TRY1.OUT ;
Note: The following floating-point exceptions are signalling: IEEE_UNDERFLOW_FLAG
1U.S.G.S. METHOD-OF-CHARACTERISTICS MODEL FOR SOLUTE TRANSPORT IN GROUND WATER
0GUADLUPE DELTA MODEL 20ROWS 11COLUMNS STEADY STATE
0 I N P U T D A T A
0 GRID DESCRIPTORS
NX (NUMBER OF COLUMNS) = 11
NY (NUMBER OF ROWS) = 20
XDEL (X-DISTANCE IN FEET) = 1457.0
YDEL (Y-DISTANCE IN FEET) = 2296.0
0 TIME PARAMETERS
NTIM (MAX. NO. OF TIME STEPS) = 10
NPMP (NO. OF PUMPING PERIODS) = 2
PINT (PUMPING PERIOD IN YEARS) = 100.000
TIMX (TIME INCREMENT MULTIPLIER) = 0.00
TINIT (INITIAL TIME STEP IN SEC.) = 0.
0 HYDROLOGIC AND CHEMICAL PARAMETERS
S (STORAGE COEFFICIENT) = 0.000000
POROS (EFFECTIVE POROSITY) = 0.500
BETA (LONGITUDINAL DISPERSIVITY) = 1000.0
DLTRAT (RATIO OF TRANSVERSE TO
LONGITUDINAL DISPERSIVITY) = 0.10
ANFCTR (RATIO OF T-YY TO T-XX) = 1.000000
0 EXECUTION PARAMETERS
NITP (NO. OF ITERATION PARAMETERS) = 7
TOL (CONVERGENCE CRITERIA - ADIP) = 0.10E-03
ITMAX (MAX.NO.OF ITERATIONS - ADIP) = 100
CELDIS (MAX.CELL DISTANCE PER MOVE
OF PARTICLES - M.O.C.) = 0.490
NPMAX (MAX. NO. OF PARTICLES) = 3200
NPTPND (NO. PARTICLES PER NODE) = 9
1
0 PROGRAM OPTIONS
NPNT (TIME STEP INTERVAL FOR
COMPLETE PRINTOUT) = 1
NPNTMV (MOVE INTERVAL FOR CHEM.
CONCENTRATION PRINTOUT) = 0
NPNTVL (TIME STEP INTERVAL FOR
VELOCITY PRINTOUT; 0=NEVER;
-1=FIRST TIME STEP;
-2=LAST TIME STEP) = 1
NPNTD (PRINT OPTION-DISP.COEF.
0=NO; 1=FIRST TIME STEP;
2=ALL TIME STEPS) = 0
NUMOBS (NO. OF OBSERVATION WELLS
FOR HYDROGRAPH PRINTOUT) = 3
NREC (NO. OF PUMPING WELLS) = 1
NCODES (FOR NODE IDENT.) = 2
NPNCHV (TIME STEP INTERVAL FOR
VELOCITY PRINTOUT ON
FILE UNIT 7; 0=NEVER;
-1=FIRST TIME STEP;
-2=LAST TIME STEP) = 0
NPDELC (PRINT OPT.-CONC. CHANGE) = 0
0 REACTION TERMS
DK (DISTRIBUTION COEFFICIENT) = 0.00000E+00
RHOB (BULK DENSITY OF SOLIDS) = 0.00000E+00
RF (RETARDATION FACTOR) = 0.10000E+01
THALF (HALF LIFE OF DECAY,IN SEC)= 0.00000E+00
DECAY (DECAY CONSTANT=LN 2/THALF)= 0.00000E+00
1 STEADY-STATE FLOW
TIME INTERVALS (IN SEC) FOR SOLUTE-TRANSPORT SIMULATION
0.31558E+09 0.31558E+09 0.31558E+09 0.31558E+09 0.31558E+09 0.31558E+09 0.31558E+09 0.31558E+09 0.31558E+09 0.31558E+09
0 LOCATION OF OBSERVATION WELLS
NO. X Y
1 6 6
2 6 12
3 6 18
0 LOCATION OF PUMPING WELLS
X Y RATE(IN CFS) CONC.
5 6 0.0000 0.00
0 AREA OF ONE CELL = 0.3345E+07
0 X-Y SPACING:
1457.0
2296.0
1TRANSMISSIVITY MAP (FT*FT/SEC)
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
0.00E+00 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02
0.00E+00
0.00E+00 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02
0.00E+00
0.00E+00 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02
0.00E+00
0.00E+00 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02
0.00E+00
0.00E+00 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02
0.00E+00
0.00E+00 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02
0.00E+00
0.00E+00 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02
0.00E+00
0.00E+00 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02
0.00E+00
0.00E+00 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02
0.00E+00
0.00E+00 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02
0.00E+00
0.00E+00 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02 1.05E-02
0.00E+00
0.00E+00 8.75E-03 8.75E-03 8.75E-03 8.75E-03 8.75E-03 8.75E-03 8.75E-03 8.75E-03 8.75E-03
0.00E+00
0.00E+00 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03
0.00E+00
0.00E+00 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03
0.00E+00
0.00E+00 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03
0.00E+00
0.00E+00 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03
0.00E+00
0.00E+00 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03
0.00E+00
0.00E+00 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03 7.00E-03
0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
1AQUIFER THICKNESS (FT)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 0.0
0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 0.0
0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 0.0
0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 0.0
0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 0.0
0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 0.0
0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 0.0
0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 0.0
0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 0.0
0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 0.0
0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 0.0
0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 0.0
0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 0.0
0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 0.0
0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 0.0
0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 0.0
0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 0.0
0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
1DIFFUSE RECHARGE AND DISCHARGE (FT/SEC)
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
0.00E+00 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10
0.00E+00
0.00E+00 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10
0.00E+00
0.00E+00 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10
0.00E+00
0.00E+00 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10
0.00E+00
0.00E+00 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10
0.00E+00
0.00E+00 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10
0.00E+00
0.00E+00 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10
0.00E+00
0.00E+00 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10
0.00E+00
0.00E+00 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10
0.00E+00
0.00E+00 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10
0.00E+00
0.00E+00 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10
0.00E+00
0.00E+00 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10
0.00E+00
0.00E+00 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10
0.00E+00
0.00E+00 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10
0.00E+00
0.00E+00 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10
0.00E+00
0.00E+00 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10
0.00E+00
0.00E+00 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10
0.00E+00
0.00E+00 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10 -3.70E-10
0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
1PERMEABILTY MAP (FT/SEC)
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
0.00E+00 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04
0.00E+00
0.00E+00 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04
0.00E+00
0.00E+00 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04
0.00E+00
0.00E+00 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04
0.00E+00
0.00E+00 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04
0.00E+00
0.00E+00 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04
0.00E+00
0.00E+00 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04
0.00E+00
0.00E+00 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04
0.00E+00
0.00E+00 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04
0.00E+00
0.00E+00 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04
0.00E+00
0.00E+00 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04 1.17E-04
0.00E+00
0.00E+00 9.72E-05 9.72E-05 9.72E-05 9.72E-05 9.72E-05 9.72E-05 9.72E-05 9.72E-05 9.72E-05
0.00E+00
0.00E+00 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05
0.00E+00
0.00E+00 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05
0.00E+00
0.00E+00 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05
0.00E+00
0.00E+00 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05
0.00E+00
0.00E+00 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05
0.00E+00
0.00E+00 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05 7.78E-05
0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
0 NO. OF FINITE-DIFFERENCE CELLS IN AQUIFER = 162
AREA OF AQUIFER IN MODEL = 0.54193E+09 SQ. FT.
NZCRIT (MAX. NO. OF CELLS THAT CAN BE VOID OF
PARTICLES; IF EXCEEDED, PARTICLES ARE REGENERATED) = 3
1NODE IDENTIFICATION MAP
0 0 0 0 0 0 0 0 0 0 0
0 2 2 2 2 2 2 2 2 2 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0
0 NO. OF NODE IDENT. CODES SPECIFIED = 2
0 THE FOLLOWING ASSIGNMENTS HAVE BEEN MADE:
CODE NO. LEAKANCE SOURCE CONC. RECHARGE
0 1 0.100E+01 10000.00
0 2 0.100E+01 0.00
1VERTICAL PERMEABILITY/THICKNESS (FT/(FT*SEC))
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
0.00E+00 1.00E+00 1.00E+00 1.00E+00 1.00E+00 1.00E+00 1.00E+00 1.00E+00 1.00E+00 1.00E+00
0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
0.00E+00 1.00E+00 1.00E+00 1.00E+00 1.00E+00 1.00E+00 1.00E+00 1.00E+00 1.00E+00 1.00E+00
0.00E+00
0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
0.00E+00
1WATER TABLE
0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
0. 2. 2. 2. 2. 2. 2. 2. 2. 2. 0.
0. 2. 2. 2. 2. 2. 2. 2. 2. 2. 0.
0. 2. 2. 2. 2. 2. 2. 2. 2. 2. 0.
0. 2. 2. 2. 2. 2. 2. 2. 2. 2. 0.
0. 2. 2. 2. 2. 2. 2. 2. 2. 2. 0.
0. 2. 2. 2. 2. 2. 2. 2. 2. 2. 0.
0. 2. 2. 2. 2. 2. 2. 2. 2. 2. 0.
0. 2. 2. 2. 2. 2. 2. 2. 2. 2. 0.
0. 2. 2. 2. 2. 2. 2. 2. 2. 2. 0.
0. 2. 2. 2. 2. 2. 2. 2. 2. 2. 0.
0. 2. 2. 2. 2. 2. 2. 2. 2. 2. 0.
0. 2. 2. 2. 2. 2. 2. 2. 2. 2. 0.
0. 2. 2. 2. 2. 2. 2. 2. 2. 2. 0.
0. 2. 2. 2. 2. 2. 2. 2. 2. 2. 0.
0. 2. 2. 2. 2. 2. 2. 2. 2. 2. 0.
0. 1. 1. 1. 1. 1. 1. 1. 1. 1. 0.
0. 1. 1. 1. 1. 1. 1. 1. 1. 1. 0.
0. 1. 1. 1. 1. 1. 1. 1. 1. 1. 0.
0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 0
TIME(SECONDS) = 0.0000
TIME(DAYS) = 0.00000E+00
TIME(YEARS) = 0.00000E+00
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
0 0.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000
0 0.0000000
0 0.0000000 2.1024111 2.1024255 2.1024182 2.1024202 2.1024215 2.1024202 2.1024182 2.1024255 2.1024111
0 0.0000000
0 0.0000000 2.1875451 2.1875734 2.1875590 2.1875630 2.1875656 2.1875630 2.1875590 2.1875734 2.1875451
0 0.0000000
0 0.0000000 2.2553919 2.2554332 2.2554122 2.2554179 2.2554217 2.2554179 2.2554122 2.2554332 2.2553919
0 0.0000000
0 0.0000000 2.3059418 2.3059949 2.3059679 2.3059753 2.3059802 2.3059753 2.3059679 2.3059949 2.3059418
0 0.0000000
0 0.0000000 2.3391864 2.3392497 2.3392175 2.3392262 2.3392321 2.3392262 2.3392175 2.3392497 2.3391864
0 0.0000000
0 0.0000000 2.3551182 2.3551897 2.3551533 2.3551632 2.3551698 2.3551632 2.3551533 2.3551897 2.3551182
0 0.0000000
0 0.0000000 2.3537313 2.3538088 2.3537694 2.3537801 2.3537873 2.3537801 2.3537694 2.3538088 2.3537313
0 0.0000000
0 0.0000000 2.3350214 2.3351025 2.3350613 2.3350725 2.3350799 2.3350725 2.3350613 2.3351025 2.3350214
0 0.0000000
0 0.0000000 2.2989857 2.2990681 2.2990263 2.2990376 2.2990451 2.2990376 2.2990263 2.2990681 2.2989857
0 0.0000000
0 0.0000000 2.2456232 2.2457048 2.2456635 2.2456746 2.2456820 2.2456746 2.2456635 2.2457048 2.2456232
0 0.0000000
0 0.0000000 2.1678685 2.1679451 2.1679062 2.1679168 2.1679238 2.1679168 2.1679062 2.1679451 2.1678685
0 0.0000000
0 0.0000000 2.0490702 2.0491378 2.0491031 2.0491127 2.0491190 2.0491127 2.0491031 2.0491378 2.0490702
0 0.0000000
0 0.0000000 1.8911200 1.8911771 1.8911480 1.8911560 1.8911613 1.8911560 1.8911480 1.8911771 1.8911200
0 0.0000000
0 0.0000000 1.7072283 1.7072729 1.7072502 1.7072564 1.7072605 1.7072564 1.7072502 1.7072729 1.7072283
0 0.0000000
0 0.0000000 1.4974042 1.4974347 1.4974192 1.4974234 1.4974262 1.4974234 1.4974192 1.4974347 1.4974042
0 0.0000000
0 0.0000000 1.2616577 1.2616732 1.2616654 1.2616675 1.2616689 1.2616675 1.2616654 1.2616732 1.2616577
0 0.0000000
0 0.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000
0 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
1ITERATION PARAMETERS
0.879522E-02
0.193585E-01
0.426087E-01
0.937828E-01
0.206419
0.454333
1.00000
1CONCENTRATION
NUMBER OF TIME STEPS = 0
TIME(SECONDS) = 0.0000
CHEM.TIME(SECONDS) = 0.00000E+00
CHEM.TIME(DAYS) = 0.00000E+00
TIME(YEARS) = 0.00000E+00
CHEM.TIME(YEARS) = 0.00000E+00
NO. MOVES COMPLETED = 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 13 13 13 13 13 13 13 13 13 0
0 0 20 20 20 20 20 20 20 20 20 0
0 0 39 39 39 39 39 39 39 39 39 0
0 0 127 127 127 127 127 127 127 127 127 0
0 0 520 520 520 520 520 520 520 520 520 0
0 0 1547 1547 1547 1547 1547 1547 1547 1547 1547 0
0 0 0 0 0 0 0 0 0 0 0 0
0
N = 1
NUMBER OF ITERATIONS = 27
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 1
TIME(SECONDS) = 0.31558E+09
TIME(DAYS) = 0.36525E+04
TIME(YEARS) = 0.10000E+02
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
0 0.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000
0 0.0000000
0 0.0000000 3.5870469 3.5870371 3.5870421 3.5870407 3.5870398 3.5870407 3.5870421 3.5870371 3.5870469
0 0.0000000
0 0.0000000 4.9883393 4.9883200 4.9883298 4.9883271 4.9883253 4.9883271 4.9883298 4.9883200 4.9883393
0 0.0000000
0 0.0000000 6.2038840 6.2038557 6.2038701 6.2038662 6.2038636 6.2038662 6.2038701 6.2038557 6.2038840
0 0.0000000
0 0.0000000 7.2336875 7.2336512 7.2336697 7.2336647 7.2336613 7.2336647 7.2336697 7.2336512 7.2336875
0 0.0000000
0 0.0000000 8.0777558 8.0777125 8.0777345 8.0777285 8.0777246 8.0777285 8.0777345 8.0777125 8.0777558
0 0.0000000
0 0.0000000 8.7360937 8.7360449 8.7360698 8.7360630 8.7360585 8.7360630 8.7360698 8.7360449 8.7360937
0 0.0000000
0 0.0000000 9.2087055 9.2086525 9.2086795 9.2086721 9.2086673 9.2086721 9.2086795 9.2086525 9.2087055
0 0.0000000
0 0.0000000 9.4955940 9.4955386 9.4955668 9.4955591 9.4955540 9.4955591 9.4955668 9.4955386 9.4955940
0 0.0000000
0 0.0000000 9.5967610 9.5967047 9.5967334 9.5967256 9.5967205 9.5967256 9.5967334 9.5967047 9.5967610
0 0.0000000
0 0.0000000 9.5122075 9.5121517 9.5121799 9.5121724 9.5121673 9.5121724 9.5121799 9.5121517 9.5122075
0 0.0000000
0 0.0000000 9.2149033 9.2148510 9.2148776 9.2148704 9.2148656 9.2148704 9.2148776 9.2148510 9.2149033
0 0.0000000
0 0.0000000 8.5992942 8.5992480 8.5992717 8.5992651 8.5992608 8.5992651 8.5992717 8.5992480 8.5992942
0 0.0000000
0 0.0000000 7.6366769 7.6366379 7.6366578 7.6366523 7.6366487 7.6366523 7.6366578 7.6366379 7.6366769
0 0.0000000
0 0.0000000 6.3954454 6.3954149 6.3954304 6.3954262 6.3954234 6.3954262 6.3954304 6.3954149 6.3954454
0 0.0000000
0 0.0000000 4.8755935 4.8755726 4.8755832 4.8755803 4.8755784 4.8755803 4.8755832 4.8755726 4.8755935
0 0.0000000
0 0.0000000 3.0771142 3.0771036 3.0771089 3.0771075 3.0771065 3.0771075 3.0771089 3.0771036 3.0771142
0 0.0000000
0 0.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000
0 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 1
TIME(SECONDS) = 0.31558E+09
TIME(DAYS) = 0.36525E+04
TIME(YEARS) = 0.10000E+02
0 0 0 0 0 0 0 0 0 0 0 0
0 0 2 2 2 2 2 2 2 2 2 0
0 0 4 4 4 4 4 4 4 4 4 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0 0
1DRAWDOWN
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 -1 -1 -1 -1 -1 -1 -1 -1 -1 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -4 -4 -4 -4 -4 -4 -4 -4 -4 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -2 -2 -2 -2 -2 -2 -2 -2 -2 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 CUMULATIVE MASS BALANCE -- (IN FT**3)
RECHARGE AND INJECTION = -0.63278E+08
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
CUMULATIVE NET PUMPAGE = -0.63278E+08
WATER RELEASE FROM STORAGE = 0.00000E+00
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.63270E+08
CUMULATIVE NET LEAKAGE = -0.63270E+08
0 MASS BALANCE RESIDUAL = 7702.4
ERROR (AS PERCENT) = 0.12173E-01
0 RATE MASS BALANCE -- (IN C.F.S.)
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.20049E+00
NET LEAKAGE (QNET) = -0.20049E+00
RECHARGE AND INJECTION = -0.20052E+00
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
NET WITHDRAWAL (TPUM) = -0.20052E+00
1X VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 1.565E-21 7.823E-22 -5.690E-22 3.556E-22 0.000E+00 -3.556E-22 5.690E-22 -7.823E-22 -1.565E-21
0.000E+00
0.000E+00 7.861E-13 3.859E-13 -2.910E-13 1.816E-13 0.000E+00 -1.816E-13 2.910E-13 -3.859E-13 -7.861E-13
0.000E+00
0.000E+00 1.548E-12 7.599E-13 -5.729E-13 3.576E-13 0.000E+00 -3.576E-13 5.729E-13 -7.599E-13 -1.548E-12
0.000E+00
0.000E+00 2.262E-12 1.110E-12 -8.372E-13 5.225E-13 0.000E+00 -5.225E-13 8.372E-13 -1.110E-12 -2.262E-12
0.000E+00
0.000E+00 2.906E-12 1.427E-12 -1.076E-12 6.713E-13 0.000E+00 -6.713E-13 1.076E-12 -1.427E-12 -2.906E-12
0.000E+00
0.000E+00 3.461E-12 1.699E-12 -1.281E-12 7.994E-13 0.000E+00 -7.994E-13 1.281E-12 -1.699E-12 -3.461E-12
0.000E+00
0.000E+00 3.910E-12 1.919E-12 -1.447E-12 9.027E-13 0.000E+00 -9.027E-13 1.447E-12 -1.919E-12 -3.910E-12
0.000E+00
0.000E+00 4.238E-12 2.080E-12 -1.569E-12 9.779E-13 0.000E+00 -9.779E-13 1.569E-12 -2.080E-12 -4.238E-12
0.000E+00
0.000E+00 4.437E-12 2.178E-12 -1.644E-12 1.022E-12 0.000E+00 -1.022E-12 1.644E-12 -2.178E-12 -4.437E-12
0.000E+00
0.000E+00 4.508E-12 2.216E-12 -1.671E-12 1.034E-12 0.000E+00 -1.034E-12 1.671E-12 -2.216E-12 -4.508E-12
0.000E+00
0.000E+00 4.462E-12 2.206E-12 -1.650E-12 1.012E-12 0.000E+00 -1.012E-12 1.650E-12 -2.206E-12 -4.462E-12
0.000E+00
0.000E+00 3.492E-12 1.717E-12 -1.293E-12 8.016E-13 0.000E+00 -8.016E-13 1.293E-12 -1.717E-12 -3.492E-12
0.000E+00
0.000E+00 2.467E-12 1.202E-12 -9.155E-13 5.790E-13 0.000E+00 -5.790E-13 9.155E-13 -1.202E-12 -2.467E-12
0.000E+00
0.000E+00 2.085E-12 1.022E-12 -7.707E-13 4.856E-13 0.000E+00 -4.856E-13 7.707E-13 -1.022E-12 -2.085E-12
0.000E+00
0.000E+00 1.628E-12 7.985E-13 -6.017E-13 3.775E-13 0.000E+00 -3.775E-13 6.017E-13 -7.985E-13 -1.628E-12
0.000E+00
0.000E+00 1.114E-12 5.470E-13 -4.120E-13 2.579E-13 0.000E+00 -2.579E-13 4.120E-13 -5.470E-13 -1.114E-12
0.000E+00
0.000E+00 5.659E-13 2.778E-13 -2.093E-13 1.309E-13 0.000E+00 -1.309E-13 2.093E-13 -2.778E-13 -5.659E-13
0.000E+00
0.000E+00 7.586E-22 3.793E-22 -2.726E-22 1.659E-22 0.000E+00 -1.659E-22 2.726E-22 -3.793E-22 -7.586E-22
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1Y VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08
0.000E+00
0.000E+00 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07
0.000E+00
0.000E+00 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07
0.000E+00
0.000E+00 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07
0.000E+00
0.000E+00 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08
0.000E+00
0.000E+00 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08
0.000E+00
0.000E+00 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08
0.000E+00
0.000E+00 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08
0.000E+00
0.000E+00 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08
0.000E+00
0.000E+00 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10
0.000E+00
0.000E+00 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08
0.000E+00
0.000E+00 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08
0.000E+00
0.000E+00 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08
0.000E+00
0.000E+00 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08
0.000E+00
0.000E+00 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08
0.000E+00
0.000E+00 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07
0.000E+00
0.000E+00 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07
0.000E+00
0.000E+00 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1 STABILITY CRITERIA --- M.O.C.
0 MAXIMUM FLUID VELOCITIES: X-VEL = 1.00E-10 Y-VEL = 1.61E-07
0 TMV (MAX. INJ.) = 0.12162E+12
TIMV (CELDIS) = 0.69755E+10
0 TIMV = 6.98E+09 NTIMV = 0 NMOV = 1
TIM (N) = 0.31558E+09
TIMEVELO = 0.31558E+09
TIMEDISP = 0.13246E+11
0 TIMV = 3.16E+08 NTIMD = 0 NMOV = 1
0 *TIME INCREMENT FOR SOLUTE TRANSPORT EQUALS TIME STEP FOR FLOW*
0 NO. OF PARTICLE MOVES REQUIRED TO COMPLETE THIS TIME STEP = 1
0 NP = 1458 IMOV = 1
TIM(N) = 0.31558E+09 TIMV = 0.31558E+09 SUMTCH = 0.31558E+09
1CONCENTRATION
NUMBER OF TIME STEPS = 1
DELTA T = 0.31558E+09
TIME(SECONDS) = 0.31558E+09
CHEM.TIME(SECONDS) = 0.31558E+09
CHEM.TIME(DAYS) = 0.36525E+04
TIME(YEARS) = 0.10000E+02
CHEM.TIME(YEARS) = 0.10000E+02
NO. MOVES COMPLETED = 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 13 13 13 13 13 13 13 13 13 0
0 0 20 20 20 20 20 20 20 20 20 0
0 0 39 39 39 39 39 39 39 39 39 0
0 0 129 129 129 129 129 129 129 129 129 0
0 0 524 524 524 524 524 524 524 524 524 0
0 0 1560 1560 1560 1560 1560 1560 1560 1560 1560 0
0 0 0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = -0.46373E+11
MASS PUMPED IN = 0.35154E+11
MASS PUMPED OUT = -0.00000E+00
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = -0.11219E+11
INITIAL MASS DISSOLVED = 0.31012E+13
PRESENT MASS DISSOLVED = 0.31283E+13
CHANGE MASS DISSOLVED = 0.27109E+11
CHANGE TOTL.MASS STORED= 0.27109E+11
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = -0.38327E+11
ERROR (AS PERCENT) = -0.10903E+03
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = 0.12314E+01
1GUADLUPE DELTA MODEL 20ROWS 11COLUMNS STEADY STATE
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 1
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 6 6
0 2.3 0.0 0.000
1 7.2 0.0 10.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 6 12
0 2.2 7.0 0.000
1 9.5 7.0 10.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 6 18
0 1.3 520.0 0.000
1 3.1 524.4 10.000
0
N = 2
NUMBER OF ITERATIONS = 0 (HEADS UNCHANGED)
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 2
TIME(SECONDS) = 0.63115E+09
TIME(DAYS) = 0.73050E+04
TIME(YEARS) = 0.20000E+02
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
0 0.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000
0 0.0000000
0 0.0000000 3.5870469 3.5870371 3.5870421 3.5870407 3.5870398 3.5870407 3.5870421 3.5870371 3.5870469
0 0.0000000
0 0.0000000 4.9883393 4.9883200 4.9883298 4.9883271 4.9883253 4.9883271 4.9883298 4.9883200 4.9883393
0 0.0000000
0 0.0000000 6.2038840 6.2038557 6.2038701 6.2038662 6.2038636 6.2038662 6.2038701 6.2038557 6.2038840
0 0.0000000
0 0.0000000 7.2336875 7.2336512 7.2336697 7.2336647 7.2336613 7.2336647 7.2336697 7.2336512 7.2336875
0 0.0000000
0 0.0000000 8.0777558 8.0777125 8.0777345 8.0777285 8.0777246 8.0777285 8.0777345 8.0777125 8.0777558
0 0.0000000
0 0.0000000 8.7360937 8.7360449 8.7360698 8.7360630 8.7360585 8.7360630 8.7360698 8.7360449 8.7360937
0 0.0000000
0 0.0000000 9.2087055 9.2086525 9.2086795 9.2086721 9.2086673 9.2086721 9.2086795 9.2086525 9.2087055
0 0.0000000
0 0.0000000 9.4955940 9.4955386 9.4955668 9.4955591 9.4955540 9.4955591 9.4955668 9.4955386 9.4955940
0 0.0000000
0 0.0000000 9.5967610 9.5967047 9.5967334 9.5967256 9.5967205 9.5967256 9.5967334 9.5967047 9.5967610
0 0.0000000
0 0.0000000 9.5122075 9.5121517 9.5121799 9.5121724 9.5121673 9.5121724 9.5121799 9.5121517 9.5122075
0 0.0000000
0 0.0000000 9.2149033 9.2148510 9.2148776 9.2148704 9.2148656 9.2148704 9.2148776 9.2148510 9.2149033
0 0.0000000
0 0.0000000 8.5992942 8.5992480 8.5992717 8.5992651 8.5992608 8.5992651 8.5992717 8.5992480 8.5992942
0 0.0000000
0 0.0000000 7.6366769 7.6366379 7.6366578 7.6366523 7.6366487 7.6366523 7.6366578 7.6366379 7.6366769
0 0.0000000
0 0.0000000 6.3954454 6.3954149 6.3954304 6.3954262 6.3954234 6.3954262 6.3954304 6.3954149 6.3954454
0 0.0000000
0 0.0000000 4.8755935 4.8755726 4.8755832 4.8755803 4.8755784 4.8755803 4.8755832 4.8755726 4.8755935
0 0.0000000
0 0.0000000 3.0771142 3.0771036 3.0771089 3.0771075 3.0771065 3.0771075 3.0771089 3.0771036 3.0771142
0 0.0000000
0 0.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000
0 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 2
TIME(SECONDS) = 0.63115E+09
TIME(DAYS) = 0.73050E+04
TIME(YEARS) = 0.20000E+02
0 0 0 0 0 0 0 0 0 0 0 0
0 0 2 2 2 2 2 2 2 2 2 0
0 0 4 4 4 4 4 4 4 4 4 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0 0
1DRAWDOWN
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 -1 -1 -1 -1 -1 -1 -1 -1 -1 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -4 -4 -4 -4 -4 -4 -4 -4 -4 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -2 -2 -2 -2 -2 -2 -2 -2 -2 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 CUMULATIVE MASS BALANCE -- (IN FT**3)
RECHARGE AND INJECTION = -0.12656E+09
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
CUMULATIVE NET PUMPAGE = -0.12656E+09
WATER RELEASE FROM STORAGE = 0.00000E+00
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.12654E+09
CUMULATIVE NET LEAKAGE = -0.12654E+09
0 MASS BALANCE RESIDUAL = 15405.
ERROR (AS PERCENT) = 0.12173E-01
0 RATE MASS BALANCE -- (IN C.F.S.)
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.20049E+00
NET LEAKAGE (QNET) = -0.20049E+00
RECHARGE AND INJECTION = -0.20052E+00
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
NET WITHDRAWAL (TPUM) = -0.20052E+00
1X VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 1.565E-21 7.823E-22 -5.690E-22 3.556E-22 0.000E+00 -3.556E-22 5.690E-22 -7.823E-22 -1.565E-21
0.000E+00
0.000E+00 7.861E-13 3.859E-13 -2.910E-13 1.816E-13 0.000E+00 -1.816E-13 2.910E-13 -3.859E-13 -7.861E-13
0.000E+00
0.000E+00 1.548E-12 7.599E-13 -5.729E-13 3.576E-13 0.000E+00 -3.576E-13 5.729E-13 -7.599E-13 -1.548E-12
0.000E+00
0.000E+00 2.262E-12 1.110E-12 -8.372E-13 5.225E-13 0.000E+00 -5.225E-13 8.372E-13 -1.110E-12 -2.262E-12
0.000E+00
0.000E+00 2.906E-12 1.427E-12 -1.076E-12 6.713E-13 0.000E+00 -6.713E-13 1.076E-12 -1.427E-12 -2.906E-12
0.000E+00
0.000E+00 3.461E-12 1.699E-12 -1.281E-12 7.994E-13 0.000E+00 -7.994E-13 1.281E-12 -1.699E-12 -3.461E-12
0.000E+00
0.000E+00 3.910E-12 1.919E-12 -1.447E-12 9.027E-13 0.000E+00 -9.027E-13 1.447E-12 -1.919E-12 -3.910E-12
0.000E+00
0.000E+00 4.238E-12 2.080E-12 -1.569E-12 9.779E-13 0.000E+00 -9.779E-13 1.569E-12 -2.080E-12 -4.238E-12
0.000E+00
0.000E+00 4.437E-12 2.178E-12 -1.644E-12 1.022E-12 0.000E+00 -1.022E-12 1.644E-12 -2.178E-12 -4.437E-12
0.000E+00
0.000E+00 4.508E-12 2.216E-12 -1.671E-12 1.034E-12 0.000E+00 -1.034E-12 1.671E-12 -2.216E-12 -4.508E-12
0.000E+00
0.000E+00 4.462E-12 2.206E-12 -1.650E-12 1.012E-12 0.000E+00 -1.012E-12 1.650E-12 -2.206E-12 -4.462E-12
0.000E+00
0.000E+00 3.492E-12 1.717E-12 -1.293E-12 8.016E-13 0.000E+00 -8.016E-13 1.293E-12 -1.717E-12 -3.492E-12
0.000E+00
0.000E+00 2.467E-12 1.202E-12 -9.155E-13 5.790E-13 0.000E+00 -5.790E-13 9.155E-13 -1.202E-12 -2.467E-12
0.000E+00
0.000E+00 2.085E-12 1.022E-12 -7.707E-13 4.856E-13 0.000E+00 -4.856E-13 7.707E-13 -1.022E-12 -2.085E-12
0.000E+00
0.000E+00 1.628E-12 7.985E-13 -6.017E-13 3.775E-13 0.000E+00 -3.775E-13 6.017E-13 -7.985E-13 -1.628E-12
0.000E+00
0.000E+00 1.114E-12 5.470E-13 -4.120E-13 2.579E-13 0.000E+00 -2.579E-13 4.120E-13 -5.470E-13 -1.114E-12
0.000E+00
0.000E+00 5.659E-13 2.778E-13 -2.093E-13 1.309E-13 0.000E+00 -1.309E-13 2.093E-13 -2.778E-13 -5.659E-13
0.000E+00
0.000E+00 7.586E-22 3.793E-22 -2.726E-22 1.659E-22 0.000E+00 -1.659E-22 2.726E-22 -3.793E-22 -7.586E-22
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1Y VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08
0.000E+00
0.000E+00 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07
0.000E+00
0.000E+00 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07
0.000E+00
0.000E+00 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07
0.000E+00
0.000E+00 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08
0.000E+00
0.000E+00 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08
0.000E+00
0.000E+00 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08
0.000E+00
0.000E+00 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08
0.000E+00
0.000E+00 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08
0.000E+00
0.000E+00 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10
0.000E+00
0.000E+00 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08
0.000E+00
0.000E+00 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08
0.000E+00
0.000E+00 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08
0.000E+00
0.000E+00 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08
0.000E+00
0.000E+00 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08
0.000E+00
0.000E+00 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07
0.000E+00
0.000E+00 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07
0.000E+00
0.000E+00 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0 NO. OF PARTICLE MOVES REQUIRED TO COMPLETE THIS TIME STEP = 1
0 NP = 1458 IMOV = 1
TIM(N) = 0.31558E+09 TIMV = 0.31558E+09 SUMTCH = 0.63115E+09
1CONCENTRATION
NUMBER OF TIME STEPS = 2
DELTA T = 0.31558E+09
TIME(SECONDS) = 0.63115E+09
CHEM.TIME(SECONDS) = 0.63115E+09
CHEM.TIME(DAYS) = 0.73050E+04
TIME(YEARS) = 0.20000E+02
CHEM.TIME(YEARS) = 0.20000E+02
NO. MOVES COMPLETED = 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 13 13 13 13 13 13 13 13 13 0
0 0 20 20 20 20 20 20 20 20 20 0
0 0 40 40 40 40 40 40 40 40 40 0
0 0 131 131 131 131 131 131 131 131 131 0
0 0 529 529 529 529 529 529 529 529 529 0
0 0 1573 1573 1573 1573 1573 1573 1573 1573 1573 0
0 0 0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = -0.93137E+11
MASS PUMPED IN = 0.70309E+11
MASS PUMPED OUT = -0.00000E+00
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = -0.22829E+11
INITIAL MASS DISSOLVED = 0.31012E+13
PRESENT MASS DISSOLVED = 0.31554E+13
CHANGE MASS DISSOLVED = 0.54145E+11
CHANGE TOTL.MASS STORED= 0.54145E+11
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = -0.76973E+11
ERROR (AS PERCENT) = -0.10948E+03
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = 0.24639E+01
1GUADLUPE DELTA MODEL 20ROWS 11COLUMNS STEADY STATE
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 1
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 6 6
0 2.3 0.0 0.000
1 7.2 0.0 20.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 6 12
0 2.2 7.0 0.000
1 9.5 7.0 20.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 6 18
0 1.3 520.0 0.000
1 3.1 528.9 20.000
0
N = 3
NUMBER OF ITERATIONS = 0 (HEADS UNCHANGED)
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 3
TIME(SECONDS) = 0.94673E+09
TIME(DAYS) = 0.10958E+05
TIME(YEARS) = 0.30000E+02
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
0 0.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000
0 0.0000000
0 0.0000000 3.5870469 3.5870371 3.5870421 3.5870407 3.5870398 3.5870407 3.5870421 3.5870371 3.5870469
0 0.0000000
0 0.0000000 4.9883393 4.9883200 4.9883298 4.9883271 4.9883253 4.9883271 4.9883298 4.9883200 4.9883393
0 0.0000000
0 0.0000000 6.2038840 6.2038557 6.2038701 6.2038662 6.2038636 6.2038662 6.2038701 6.2038557 6.2038840
0 0.0000000
0 0.0000000 7.2336875 7.2336512 7.2336697 7.2336647 7.2336613 7.2336647 7.2336697 7.2336512 7.2336875
0 0.0000000
0 0.0000000 8.0777558 8.0777125 8.0777345 8.0777285 8.0777246 8.0777285 8.0777345 8.0777125 8.0777558
0 0.0000000
0 0.0000000 8.7360937 8.7360449 8.7360698 8.7360630 8.7360585 8.7360630 8.7360698 8.7360449 8.7360937
0 0.0000000
0 0.0000000 9.2087055 9.2086525 9.2086795 9.2086721 9.2086673 9.2086721 9.2086795 9.2086525 9.2087055
0 0.0000000
0 0.0000000 9.4955940 9.4955386 9.4955668 9.4955591 9.4955540 9.4955591 9.4955668 9.4955386 9.4955940
0 0.0000000
0 0.0000000 9.5967610 9.5967047 9.5967334 9.5967256 9.5967205 9.5967256 9.5967334 9.5967047 9.5967610
0 0.0000000
0 0.0000000 9.5122075 9.5121517 9.5121799 9.5121724 9.5121673 9.5121724 9.5121799 9.5121517 9.5122075
0 0.0000000
0 0.0000000 9.2149033 9.2148510 9.2148776 9.2148704 9.2148656 9.2148704 9.2148776 9.2148510 9.2149033
0 0.0000000
0 0.0000000 8.5992942 8.5992480 8.5992717 8.5992651 8.5992608 8.5992651 8.5992717 8.5992480 8.5992942
0 0.0000000
0 0.0000000 7.6366769 7.6366379 7.6366578 7.6366523 7.6366487 7.6366523 7.6366578 7.6366379 7.6366769
0 0.0000000
0 0.0000000 6.3954454 6.3954149 6.3954304 6.3954262 6.3954234 6.3954262 6.3954304 6.3954149 6.3954454
0 0.0000000
0 0.0000000 4.8755935 4.8755726 4.8755832 4.8755803 4.8755784 4.8755803 4.8755832 4.8755726 4.8755935
0 0.0000000
0 0.0000000 3.0771142 3.0771036 3.0771089 3.0771075 3.0771065 3.0771075 3.0771089 3.0771036 3.0771142
0 0.0000000
0 0.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000
0 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 3
TIME(SECONDS) = 0.94673E+09
TIME(DAYS) = 0.10958E+05
TIME(YEARS) = 0.30000E+02
0 0 0 0 0 0 0 0 0 0 0 0
0 0 2 2 2 2 2 2 2 2 2 0
0 0 4 4 4 4 4 4 4 4 4 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0 0
1DRAWDOWN
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 -1 -1 -1 -1 -1 -1 -1 -1 -1 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -4 -4 -4 -4 -4 -4 -4 -4 -4 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -2 -2 -2 -2 -2 -2 -2 -2 -2 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 CUMULATIVE MASS BALANCE -- (IN FT**3)
RECHARGE AND INJECTION = -0.18983E+09
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
CUMULATIVE NET PUMPAGE = -0.18983E+09
WATER RELEASE FROM STORAGE = 0.00000E+00
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.18981E+09
CUMULATIVE NET LEAKAGE = -0.18981E+09
0 MASS BALANCE RESIDUAL = 23107.
ERROR (AS PERCENT) = 0.12173E-01
0 RATE MASS BALANCE -- (IN C.F.S.)
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.20049E+00
NET LEAKAGE (QNET) = -0.20049E+00
RECHARGE AND INJECTION = -0.20052E+00
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
NET WITHDRAWAL (TPUM) = -0.20052E+00
1X VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 1.565E-21 7.823E-22 -5.690E-22 3.556E-22 0.000E+00 -3.556E-22 5.690E-22 -7.823E-22 -1.565E-21
0.000E+00
0.000E+00 7.861E-13 3.859E-13 -2.910E-13 1.816E-13 0.000E+00 -1.816E-13 2.910E-13 -3.859E-13 -7.861E-13
0.000E+00
0.000E+00 1.548E-12 7.599E-13 -5.729E-13 3.576E-13 0.000E+00 -3.576E-13 5.729E-13 -7.599E-13 -1.548E-12
0.000E+00
0.000E+00 2.262E-12 1.110E-12 -8.372E-13 5.225E-13 0.000E+00 -5.225E-13 8.372E-13 -1.110E-12 -2.262E-12
0.000E+00
0.000E+00 2.906E-12 1.427E-12 -1.076E-12 6.713E-13 0.000E+00 -6.713E-13 1.076E-12 -1.427E-12 -2.906E-12
0.000E+00
0.000E+00 3.461E-12 1.699E-12 -1.281E-12 7.994E-13 0.000E+00 -7.994E-13 1.281E-12 -1.699E-12 -3.461E-12
0.000E+00
0.000E+00 3.910E-12 1.919E-12 -1.447E-12 9.027E-13 0.000E+00 -9.027E-13 1.447E-12 -1.919E-12 -3.910E-12
0.000E+00
0.000E+00 4.238E-12 2.080E-12 -1.569E-12 9.779E-13 0.000E+00 -9.779E-13 1.569E-12 -2.080E-12 -4.238E-12
0.000E+00
0.000E+00 4.437E-12 2.178E-12 -1.644E-12 1.022E-12 0.000E+00 -1.022E-12 1.644E-12 -2.178E-12 -4.437E-12
0.000E+00
0.000E+00 4.508E-12 2.216E-12 -1.671E-12 1.034E-12 0.000E+00 -1.034E-12 1.671E-12 -2.216E-12 -4.508E-12
0.000E+00
0.000E+00 4.462E-12 2.206E-12 -1.650E-12 1.012E-12 0.000E+00 -1.012E-12 1.650E-12 -2.206E-12 -4.462E-12
0.000E+00
0.000E+00 3.492E-12 1.717E-12 -1.293E-12 8.016E-13 0.000E+00 -8.016E-13 1.293E-12 -1.717E-12 -3.492E-12
0.000E+00
0.000E+00 2.467E-12 1.202E-12 -9.155E-13 5.790E-13 0.000E+00 -5.790E-13 9.155E-13 -1.202E-12 -2.467E-12
0.000E+00
0.000E+00 2.085E-12 1.022E-12 -7.707E-13 4.856E-13 0.000E+00 -4.856E-13 7.707E-13 -1.022E-12 -2.085E-12
0.000E+00
0.000E+00 1.628E-12 7.985E-13 -6.017E-13 3.775E-13 0.000E+00 -3.775E-13 6.017E-13 -7.985E-13 -1.628E-12
0.000E+00
0.000E+00 1.114E-12 5.470E-13 -4.120E-13 2.579E-13 0.000E+00 -2.579E-13 4.120E-13 -5.470E-13 -1.114E-12
0.000E+00
0.000E+00 5.659E-13 2.778E-13 -2.093E-13 1.309E-13 0.000E+00 -1.309E-13 2.093E-13 -2.778E-13 -5.659E-13
0.000E+00
0.000E+00 7.586E-22 3.793E-22 -2.726E-22 1.659E-22 0.000E+00 -1.659E-22 2.726E-22 -3.793E-22 -7.586E-22
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1Y VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08
0.000E+00
0.000E+00 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07
0.000E+00
0.000E+00 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07
0.000E+00
0.000E+00 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07
0.000E+00
0.000E+00 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08
0.000E+00
0.000E+00 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08
0.000E+00
0.000E+00 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08
0.000E+00
0.000E+00 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08
0.000E+00
0.000E+00 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08
0.000E+00
0.000E+00 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10
0.000E+00
0.000E+00 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08
0.000E+00
0.000E+00 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08
0.000E+00
0.000E+00 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08
0.000E+00
0.000E+00 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08
0.000E+00
0.000E+00 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08
0.000E+00
0.000E+00 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07
0.000E+00
0.000E+00 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07
0.000E+00
0.000E+00 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0 NO. OF PARTICLE MOVES REQUIRED TO COMPLETE THIS TIME STEP = 1
0 NP = 1458 IMOV = 1
TIM(N) = 0.31558E+09 TIMV = 0.31558E+09 SUMTCH = 0.94673E+09
1CONCENTRATION
NUMBER OF TIME STEPS = 3
DELTA T = 0.31558E+09
TIME(SECONDS) = 0.94673E+09
CHEM.TIME(SECONDS) = 0.94673E+09
CHEM.TIME(DAYS) = 0.10958E+05
TIME(YEARS) = 0.30000E+02
CHEM.TIME(YEARS) = 0.30000E+02
NO. MOVES COMPLETED = 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 13 13 13 13 13 13 13 13 13 0
0 0 20 20 20 20 20 20 20 20 20 0
0 0 40 40 40 40 40 40 40 40 40 0
0 0 133 133 133 133 133 133 133 133 133 0
0 0 533 533 533 533 533 533 533 533 533 0
0 0 1587 1587 1587 1587 1587 1587 1587 1587 1587 0
0 0 0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = -0.14029E+12
MASS PUMPED IN = 0.10546E+12
MASS PUMPED OUT = -0.00000E+00
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = -0.34827E+11
INITIAL MASS DISSOLVED = 0.31012E+13
PRESENT MASS DISSOLVED = 0.31823E+13
CHANGE MASS DISSOLVED = 0.81112E+11
CHANGE TOTL.MASS STORED= 0.81112E+11
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = -0.11594E+12
ERROR (AS PERCENT) = -0.10993E+03
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = 0.36970E+01
1GUADLUPE DELTA MODEL 20ROWS 11COLUMNS STEADY STATE
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 1
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 6 6
0 2.3 0.0 0.000
1 7.2 0.0 30.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 6 12
0 2.2 7.0 0.000
1 9.5 7.0 30.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 6 18
0 1.3 520.0 0.000
1 3.1 533.4 30.000
0
N = 4
NUMBER OF ITERATIONS = 0 (HEADS UNCHANGED)
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 4
TIME(SECONDS) = 0.12623E+10
TIME(DAYS) = 0.14610E+05
TIME(YEARS) = 0.40000E+02
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
0 0.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000
0 0.0000000
0 0.0000000 3.5870469 3.5870371 3.5870421 3.5870407 3.5870398 3.5870407 3.5870421 3.5870371 3.5870469
0 0.0000000
0 0.0000000 4.9883393 4.9883200 4.9883298 4.9883271 4.9883253 4.9883271 4.9883298 4.9883200 4.9883393
0 0.0000000
0 0.0000000 6.2038840 6.2038557 6.2038701 6.2038662 6.2038636 6.2038662 6.2038701 6.2038557 6.2038840
0 0.0000000
0 0.0000000 7.2336875 7.2336512 7.2336697 7.2336647 7.2336613 7.2336647 7.2336697 7.2336512 7.2336875
0 0.0000000
0 0.0000000 8.0777558 8.0777125 8.0777345 8.0777285 8.0777246 8.0777285 8.0777345 8.0777125 8.0777558
0 0.0000000
0 0.0000000 8.7360937 8.7360449 8.7360698 8.7360630 8.7360585 8.7360630 8.7360698 8.7360449 8.7360937
0 0.0000000
0 0.0000000 9.2087055 9.2086525 9.2086795 9.2086721 9.2086673 9.2086721 9.2086795 9.2086525 9.2087055
0 0.0000000
0 0.0000000 9.4955940 9.4955386 9.4955668 9.4955591 9.4955540 9.4955591 9.4955668 9.4955386 9.4955940
0 0.0000000
0 0.0000000 9.5967610 9.5967047 9.5967334 9.5967256 9.5967205 9.5967256 9.5967334 9.5967047 9.5967610
0 0.0000000
0 0.0000000 9.5122075 9.5121517 9.5121799 9.5121724 9.5121673 9.5121724 9.5121799 9.5121517 9.5122075
0 0.0000000
0 0.0000000 9.2149033 9.2148510 9.2148776 9.2148704 9.2148656 9.2148704 9.2148776 9.2148510 9.2149033
0 0.0000000
0 0.0000000 8.5992942 8.5992480 8.5992717 8.5992651 8.5992608 8.5992651 8.5992717 8.5992480 8.5992942
0 0.0000000
0 0.0000000 7.6366769 7.6366379 7.6366578 7.6366523 7.6366487 7.6366523 7.6366578 7.6366379 7.6366769
0 0.0000000
0 0.0000000 6.3954454 6.3954149 6.3954304 6.3954262 6.3954234 6.3954262 6.3954304 6.3954149 6.3954454
0 0.0000000
0 0.0000000 4.8755935 4.8755726 4.8755832 4.8755803 4.8755784 4.8755803 4.8755832 4.8755726 4.8755935
0 0.0000000
0 0.0000000 3.0771142 3.0771036 3.0771089 3.0771075 3.0771065 3.0771075 3.0771089 3.0771036 3.0771142
0 0.0000000
0 0.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000
0 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 4
TIME(SECONDS) = 0.12623E+10
TIME(DAYS) = 0.14610E+05
TIME(YEARS) = 0.40000E+02
0 0 0 0 0 0 0 0 0 0 0 0
0 0 2 2 2 2 2 2 2 2 2 0
0 0 4 4 4 4 4 4 4 4 4 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0 0
1DRAWDOWN
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 -1 -1 -1 -1 -1 -1 -1 -1 -1 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -4 -4 -4 -4 -4 -4 -4 -4 -4 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -2 -2 -2 -2 -2 -2 -2 -2 -2 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 CUMULATIVE MASS BALANCE -- (IN FT**3)
RECHARGE AND INJECTION = -0.25311E+09
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
CUMULATIVE NET PUMPAGE = -0.25311E+09
WATER RELEASE FROM STORAGE = 0.00000E+00
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.25308E+09
CUMULATIVE NET LEAKAGE = -0.25308E+09
0 MASS BALANCE RESIDUAL = 30810.
ERROR (AS PERCENT) = 0.12173E-01
0 RATE MASS BALANCE -- (IN C.F.S.)
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.20049E+00
NET LEAKAGE (QNET) = -0.20049E+00
RECHARGE AND INJECTION = -0.20052E+00
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
NET WITHDRAWAL (TPUM) = -0.20052E+00
1X VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 1.565E-21 7.823E-22 -5.690E-22 3.556E-22 0.000E+00 -3.556E-22 5.690E-22 -7.823E-22 -1.565E-21
0.000E+00
0.000E+00 7.861E-13 3.859E-13 -2.910E-13 1.816E-13 0.000E+00 -1.816E-13 2.910E-13 -3.859E-13 -7.861E-13
0.000E+00
0.000E+00 1.548E-12 7.599E-13 -5.729E-13 3.576E-13 0.000E+00 -3.576E-13 5.729E-13 -7.599E-13 -1.548E-12
0.000E+00
0.000E+00 2.262E-12 1.110E-12 -8.372E-13 5.225E-13 0.000E+00 -5.225E-13 8.372E-13 -1.110E-12 -2.262E-12
0.000E+00
0.000E+00 2.906E-12 1.427E-12 -1.076E-12 6.713E-13 0.000E+00 -6.713E-13 1.076E-12 -1.427E-12 -2.906E-12
0.000E+00
0.000E+00 3.461E-12 1.699E-12 -1.281E-12 7.994E-13 0.000E+00 -7.994E-13 1.281E-12 -1.699E-12 -3.461E-12
0.000E+00
0.000E+00 3.910E-12 1.919E-12 -1.447E-12 9.027E-13 0.000E+00 -9.027E-13 1.447E-12 -1.919E-12 -3.910E-12
0.000E+00
0.000E+00 4.238E-12 2.080E-12 -1.569E-12 9.779E-13 0.000E+00 -9.779E-13 1.569E-12 -2.080E-12 -4.238E-12
0.000E+00
0.000E+00 4.437E-12 2.178E-12 -1.644E-12 1.022E-12 0.000E+00 -1.022E-12 1.644E-12 -2.178E-12 -4.437E-12
0.000E+00
0.000E+00 4.508E-12 2.216E-12 -1.671E-12 1.034E-12 0.000E+00 -1.034E-12 1.671E-12 -2.216E-12 -4.508E-12
0.000E+00
0.000E+00 4.462E-12 2.206E-12 -1.650E-12 1.012E-12 0.000E+00 -1.012E-12 1.650E-12 -2.206E-12 -4.462E-12
0.000E+00
0.000E+00 3.492E-12 1.717E-12 -1.293E-12 8.016E-13 0.000E+00 -8.016E-13 1.293E-12 -1.717E-12 -3.492E-12
0.000E+00
0.000E+00 2.467E-12 1.202E-12 -9.155E-13 5.790E-13 0.000E+00 -5.790E-13 9.155E-13 -1.202E-12 -2.467E-12
0.000E+00
0.000E+00 2.085E-12 1.022E-12 -7.707E-13 4.856E-13 0.000E+00 -4.856E-13 7.707E-13 -1.022E-12 -2.085E-12
0.000E+00
0.000E+00 1.628E-12 7.985E-13 -6.017E-13 3.775E-13 0.000E+00 -3.775E-13 6.017E-13 -7.985E-13 -1.628E-12
0.000E+00
0.000E+00 1.114E-12 5.470E-13 -4.120E-13 2.579E-13 0.000E+00 -2.579E-13 4.120E-13 -5.470E-13 -1.114E-12
0.000E+00
0.000E+00 5.659E-13 2.778E-13 -2.093E-13 1.309E-13 0.000E+00 -1.309E-13 2.093E-13 -2.778E-13 -5.659E-13
0.000E+00
0.000E+00 7.586E-22 3.793E-22 -2.726E-22 1.659E-22 0.000E+00 -1.659E-22 2.726E-22 -3.793E-22 -7.586E-22
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1Y VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08
0.000E+00
0.000E+00 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07
0.000E+00
0.000E+00 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07
0.000E+00
0.000E+00 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07
0.000E+00
0.000E+00 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08
0.000E+00
0.000E+00 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08
0.000E+00
0.000E+00 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08
0.000E+00
0.000E+00 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08
0.000E+00
0.000E+00 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08
0.000E+00
0.000E+00 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10
0.000E+00
0.000E+00 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08
0.000E+00
0.000E+00 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08
0.000E+00
0.000E+00 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08
0.000E+00
0.000E+00 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08
0.000E+00
0.000E+00 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08
0.000E+00
0.000E+00 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07
0.000E+00
0.000E+00 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07
0.000E+00
0.000E+00 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0 NO. OF PARTICLE MOVES REQUIRED TO COMPLETE THIS TIME STEP = 1
0 NP = 1458 IMOV = 1
TIM(N) = 0.31558E+09 TIMV = 0.31558E+09 SUMTCH = 0.12623E+10
1CONCENTRATION
NUMBER OF TIME STEPS = 4
DELTA T = 0.31558E+09
TIME(SECONDS) = 0.12623E+10
CHEM.TIME(SECONDS) = 0.12623E+10
CHEM.TIME(DAYS) = 0.14610E+05
TIME(YEARS) = 0.40000E+02
CHEM.TIME(YEARS) = 0.40000E+02
NO. MOVES COMPLETED = 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 13 13 13 13 13 13 13 13 13 0
0 0 20 20 20 20 20 20 20 20 20 0
0 0 40 40 40 40 40 40 40 40 40 0
0 0 135 135 135 135 135 135 135 135 135 0
0 0 538 538 538 538 538 538 538 538 538 0
0 0 1599 1599 1599 1599 1599 1599 1599 1599 1599 0
0 0 0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = -0.18783E+12
MASS PUMPED IN = 0.14062E+12
MASS PUMPED OUT = -0.00000E+00
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = -0.47210E+11
INITIAL MASS DISSOLVED = 0.31012E+13
PRESENT MASS DISSOLVED = 0.32092E+13
CHANGE MASS DISSOLVED = 0.10801E+12
CHANGE TOTL.MASS STORED= 0.10801E+12
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = -0.15522E+12
ERROR (AS PERCENT) = -0.11038E+03
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = 0.49301E+01
1GUADLUPE DELTA MODEL 20ROWS 11COLUMNS STEADY STATE
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 1
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 6 6
0 2.3 0.0 0.000
1 7.2 0.0 40.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 6 12
0 2.2 7.0 0.000
1 9.5 6.9 40.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 6 18
0 1.3 520.0 0.000
1 3.1 538.0 40.000
0
N = 5
NUMBER OF ITERATIONS = 0 (HEADS UNCHANGED)
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 5
TIME(SECONDS) = 0.15779E+10
TIME(DAYS) = 0.18262E+05
TIME(YEARS) = 0.50000E+02
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
0 0.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000
0 0.0000000
0 0.0000000 3.5870469 3.5870371 3.5870421 3.5870407 3.5870398 3.5870407 3.5870421 3.5870371 3.5870469
0 0.0000000
0 0.0000000 4.9883393 4.9883200 4.9883298 4.9883271 4.9883253 4.9883271 4.9883298 4.9883200 4.9883393
0 0.0000000
0 0.0000000 6.2038840 6.2038557 6.2038701 6.2038662 6.2038636 6.2038662 6.2038701 6.2038557 6.2038840
0 0.0000000
0 0.0000000 7.2336875 7.2336512 7.2336697 7.2336647 7.2336613 7.2336647 7.2336697 7.2336512 7.2336875
0 0.0000000
0 0.0000000 8.0777558 8.0777125 8.0777345 8.0777285 8.0777246 8.0777285 8.0777345 8.0777125 8.0777558
0 0.0000000
0 0.0000000 8.7360937 8.7360449 8.7360698 8.7360630 8.7360585 8.7360630 8.7360698 8.7360449 8.7360937
0 0.0000000
0 0.0000000 9.2087055 9.2086525 9.2086795 9.2086721 9.2086673 9.2086721 9.2086795 9.2086525 9.2087055
0 0.0000000
0 0.0000000 9.4955940 9.4955386 9.4955668 9.4955591 9.4955540 9.4955591 9.4955668 9.4955386 9.4955940
0 0.0000000
0 0.0000000 9.5967610 9.5967047 9.5967334 9.5967256 9.5967205 9.5967256 9.5967334 9.5967047 9.5967610
0 0.0000000
0 0.0000000 9.5122075 9.5121517 9.5121799 9.5121724 9.5121673 9.5121724 9.5121799 9.5121517 9.5122075
0 0.0000000
0 0.0000000 9.2149033 9.2148510 9.2148776 9.2148704 9.2148656 9.2148704 9.2148776 9.2148510 9.2149033
0 0.0000000
0 0.0000000 8.5992942 8.5992480 8.5992717 8.5992651 8.5992608 8.5992651 8.5992717 8.5992480 8.5992942
0 0.0000000
0 0.0000000 7.6366769 7.6366379 7.6366578 7.6366523 7.6366487 7.6366523 7.6366578 7.6366379 7.6366769
0 0.0000000
0 0.0000000 6.3954454 6.3954149 6.3954304 6.3954262 6.3954234 6.3954262 6.3954304 6.3954149 6.3954454
0 0.0000000
0 0.0000000 4.8755935 4.8755726 4.8755832 4.8755803 4.8755784 4.8755803 4.8755832 4.8755726 4.8755935
0 0.0000000
0 0.0000000 3.0771142 3.0771036 3.0771089 3.0771075 3.0771065 3.0771075 3.0771089 3.0771036 3.0771142
0 0.0000000
0 0.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000
0 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 5
TIME(SECONDS) = 0.15779E+10
TIME(DAYS) = 0.18262E+05
TIME(YEARS) = 0.50000E+02
0 0 0 0 0 0 0 0 0 0 0 0
0 0 2 2 2 2 2 2 2 2 2 0
0 0 4 4 4 4 4 4 4 4 4 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0 0
1DRAWDOWN
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 -1 -1 -1 -1 -1 -1 -1 -1 -1 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -4 -4 -4 -4 -4 -4 -4 -4 -4 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -2 -2 -2 -2 -2 -2 -2 -2 -2 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 CUMULATIVE MASS BALANCE -- (IN FT**3)
RECHARGE AND INJECTION = -0.31639E+09
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
CUMULATIVE NET PUMPAGE = -0.31639E+09
WATER RELEASE FROM STORAGE = 0.00000E+00
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.31635E+09
CUMULATIVE NET LEAKAGE = -0.31635E+09
0 MASS BALANCE RESIDUAL = 38512.
ERROR (AS PERCENT) = 0.12173E-01
0 RATE MASS BALANCE -- (IN C.F.S.)
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.20049E+00
NET LEAKAGE (QNET) = -0.20049E+00
RECHARGE AND INJECTION = -0.20052E+00
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
NET WITHDRAWAL (TPUM) = -0.20052E+00
1X VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 1.565E-21 7.823E-22 -5.690E-22 3.556E-22 0.000E+00 -3.556E-22 5.690E-22 -7.823E-22 -1.565E-21
0.000E+00
0.000E+00 7.861E-13 3.859E-13 -2.910E-13 1.816E-13 0.000E+00 -1.816E-13 2.910E-13 -3.859E-13 -7.861E-13
0.000E+00
0.000E+00 1.548E-12 7.599E-13 -5.729E-13 3.576E-13 0.000E+00 -3.576E-13 5.729E-13 -7.599E-13 -1.548E-12
0.000E+00
0.000E+00 2.262E-12 1.110E-12 -8.372E-13 5.225E-13 0.000E+00 -5.225E-13 8.372E-13 -1.110E-12 -2.262E-12
0.000E+00
0.000E+00 2.906E-12 1.427E-12 -1.076E-12 6.713E-13 0.000E+00 -6.713E-13 1.076E-12 -1.427E-12 -2.906E-12
0.000E+00
0.000E+00 3.461E-12 1.699E-12 -1.281E-12 7.994E-13 0.000E+00 -7.994E-13 1.281E-12 -1.699E-12 -3.461E-12
0.000E+00
0.000E+00 3.910E-12 1.919E-12 -1.447E-12 9.027E-13 0.000E+00 -9.027E-13 1.447E-12 -1.919E-12 -3.910E-12
0.000E+00
0.000E+00 4.238E-12 2.080E-12 -1.569E-12 9.779E-13 0.000E+00 -9.779E-13 1.569E-12 -2.080E-12 -4.238E-12
0.000E+00
0.000E+00 4.437E-12 2.178E-12 -1.644E-12 1.022E-12 0.000E+00 -1.022E-12 1.644E-12 -2.178E-12 -4.437E-12
0.000E+00
0.000E+00 4.508E-12 2.216E-12 -1.671E-12 1.034E-12 0.000E+00 -1.034E-12 1.671E-12 -2.216E-12 -4.508E-12
0.000E+00
0.000E+00 4.462E-12 2.206E-12 -1.650E-12 1.012E-12 0.000E+00 -1.012E-12 1.650E-12 -2.206E-12 -4.462E-12
0.000E+00
0.000E+00 3.492E-12 1.717E-12 -1.293E-12 8.016E-13 0.000E+00 -8.016E-13 1.293E-12 -1.717E-12 -3.492E-12
0.000E+00
0.000E+00 2.467E-12 1.202E-12 -9.155E-13 5.790E-13 0.000E+00 -5.790E-13 9.155E-13 -1.202E-12 -2.467E-12
0.000E+00
0.000E+00 2.085E-12 1.022E-12 -7.707E-13 4.856E-13 0.000E+00 -4.856E-13 7.707E-13 -1.022E-12 -2.085E-12
0.000E+00
0.000E+00 1.628E-12 7.985E-13 -6.017E-13 3.775E-13 0.000E+00 -3.775E-13 6.017E-13 -7.985E-13 -1.628E-12
0.000E+00
0.000E+00 1.114E-12 5.470E-13 -4.120E-13 2.579E-13 0.000E+00 -2.579E-13 4.120E-13 -5.470E-13 -1.114E-12
0.000E+00
0.000E+00 5.659E-13 2.778E-13 -2.093E-13 1.309E-13 0.000E+00 -1.309E-13 2.093E-13 -2.778E-13 -5.659E-13
0.000E+00
0.000E+00 7.586E-22 3.793E-22 -2.726E-22 1.659E-22 0.000E+00 -1.659E-22 2.726E-22 -3.793E-22 -7.586E-22
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1Y VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08
0.000E+00
0.000E+00 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07
0.000E+00
0.000E+00 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07
0.000E+00
0.000E+00 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07
0.000E+00
0.000E+00 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08
0.000E+00
0.000E+00 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08
0.000E+00
0.000E+00 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08
0.000E+00
0.000E+00 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08
0.000E+00
0.000E+00 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08
0.000E+00
0.000E+00 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10
0.000E+00
0.000E+00 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08
0.000E+00
0.000E+00 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08
0.000E+00
0.000E+00 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08
0.000E+00
0.000E+00 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08
0.000E+00
0.000E+00 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08
0.000E+00
0.000E+00 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07
0.000E+00
0.000E+00 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07
0.000E+00
0.000E+00 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0 NO. OF PARTICLE MOVES REQUIRED TO COMPLETE THIS TIME STEP = 1
0 NP = 1458 IMOV = 1
TIM(N) = 0.31558E+09 TIMV = 0.31558E+09 SUMTCH = 0.15779E+10
1CONCENTRATION
NUMBER OF TIME STEPS = 5
DELTA T = 0.31558E+09
TIME(SECONDS) = 0.15779E+10
CHEM.TIME(SECONDS) = 0.15779E+10
CHEM.TIME(DAYS) = 0.18262E+05
TIME(YEARS) = 0.50000E+02
CHEM.TIME(YEARS) = 0.50000E+02
NO. MOVES COMPLETED = 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 13 13 13 13 13 13 13 13 13 0
0 0 20 20 20 20 20 20 20 20 20 0
0 0 41 41 41 41 41 41 41 41 41 0
0 0 137 137 137 137 137 137 137 137 137 0
0 0 543 543 543 543 543 543 543 543 543 0
0 0 1612 1612 1612 1612 1612 1612 1612 1612 1612 0
0 0 0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = -0.23575E+12
MASS PUMPED IN = 0.17577E+12
MASS PUMPED OUT = -0.00000E+00
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = -0.59976E+11
INITIAL MASS DISSOLVED = 0.31012E+13
PRESENT MASS DISSOLVED = 0.32361E+13
CHANGE MASS DISSOLVED = 0.13483E+12
CHANGE TOTL.MASS STORED= 0.13483E+12
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = -0.19481E+12
ERROR (AS PERCENT) = -0.11083E+03
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = 0.61626E+01
1GUADLUPE DELTA MODEL 20ROWS 11COLUMNS STEADY STATE
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 1
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 6 6
0 2.3 0.0 0.000
1 7.2 0.0 50.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 6 12
0 2.2 7.0 0.000
1 9.5 6.9 50.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 6 18
0 1.3 520.0 0.000
1 3.1 542.6 50.000
0
N = 6
NUMBER OF ITERATIONS = 0 (HEADS UNCHANGED)
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 6
TIME(SECONDS) = 0.18935E+10
TIME(DAYS) = 0.21915E+05
TIME(YEARS) = 0.60000E+02
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
0 0.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000
0 0.0000000
0 0.0000000 3.5870469 3.5870371 3.5870421 3.5870407 3.5870398 3.5870407 3.5870421 3.5870371 3.5870469
0 0.0000000
0 0.0000000 4.9883393 4.9883200 4.9883298 4.9883271 4.9883253 4.9883271 4.9883298 4.9883200 4.9883393
0 0.0000000
0 0.0000000 6.2038840 6.2038557 6.2038701 6.2038662 6.2038636 6.2038662 6.2038701 6.2038557 6.2038840
0 0.0000000
0 0.0000000 7.2336875 7.2336512 7.2336697 7.2336647 7.2336613 7.2336647 7.2336697 7.2336512 7.2336875
0 0.0000000
0 0.0000000 8.0777558 8.0777125 8.0777345 8.0777285 8.0777246 8.0777285 8.0777345 8.0777125 8.0777558
0 0.0000000
0 0.0000000 8.7360937 8.7360449 8.7360698 8.7360630 8.7360585 8.7360630 8.7360698 8.7360449 8.7360937
0 0.0000000
0 0.0000000 9.2087055 9.2086525 9.2086795 9.2086721 9.2086673 9.2086721 9.2086795 9.2086525 9.2087055
0 0.0000000
0 0.0000000 9.4955940 9.4955386 9.4955668 9.4955591 9.4955540 9.4955591 9.4955668 9.4955386 9.4955940
0 0.0000000
0 0.0000000 9.5967610 9.5967047 9.5967334 9.5967256 9.5967205 9.5967256 9.5967334 9.5967047 9.5967610
0 0.0000000
0 0.0000000 9.5122075 9.5121517 9.5121799 9.5121724 9.5121673 9.5121724 9.5121799 9.5121517 9.5122075
0 0.0000000
0 0.0000000 9.2149033 9.2148510 9.2148776 9.2148704 9.2148656 9.2148704 9.2148776 9.2148510 9.2149033
0 0.0000000
0 0.0000000 8.5992942 8.5992480 8.5992717 8.5992651 8.5992608 8.5992651 8.5992717 8.5992480 8.5992942
0 0.0000000
0 0.0000000 7.6366769 7.6366379 7.6366578 7.6366523 7.6366487 7.6366523 7.6366578 7.6366379 7.6366769
0 0.0000000
0 0.0000000 6.3954454 6.3954149 6.3954304 6.3954262 6.3954234 6.3954262 6.3954304 6.3954149 6.3954454
0 0.0000000
0 0.0000000 4.8755935 4.8755726 4.8755832 4.8755803 4.8755784 4.8755803 4.8755832 4.8755726 4.8755935
0 0.0000000
0 0.0000000 3.0771142 3.0771036 3.0771089 3.0771075 3.0771065 3.0771075 3.0771089 3.0771036 3.0771142
0 0.0000000
0 0.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000
0 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 6
TIME(SECONDS) = 0.18935E+10
TIME(DAYS) = 0.21915E+05
TIME(YEARS) = 0.60000E+02
0 0 0 0 0 0 0 0 0 0 0 0
0 0 2 2 2 2 2 2 2 2 2 0
0 0 4 4 4 4 4 4 4 4 4 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0 0
1DRAWDOWN
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 -1 -1 -1 -1 -1 -1 -1 -1 -1 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -4 -4 -4 -4 -4 -4 -4 -4 -4 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -2 -2 -2 -2 -2 -2 -2 -2 -2 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 CUMULATIVE MASS BALANCE -- (IN FT**3)
RECHARGE AND INJECTION = -0.37967E+09
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
CUMULATIVE NET PUMPAGE = -0.37967E+09
WATER RELEASE FROM STORAGE = 0.00000E+00
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.37962E+09
CUMULATIVE NET LEAKAGE = -0.37962E+09
0 MASS BALANCE RESIDUAL = 46214.
ERROR (AS PERCENT) = 0.12173E-01
0 RATE MASS BALANCE -- (IN C.F.S.)
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.20049E+00
NET LEAKAGE (QNET) = -0.20049E+00
RECHARGE AND INJECTION = -0.20052E+00
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
NET WITHDRAWAL (TPUM) = -0.20052E+00
1X VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 1.565E-21 7.823E-22 -5.690E-22 3.556E-22 0.000E+00 -3.556E-22 5.690E-22 -7.823E-22 -1.565E-21
0.000E+00
0.000E+00 7.861E-13 3.859E-13 -2.910E-13 1.816E-13 0.000E+00 -1.816E-13 2.910E-13 -3.859E-13 -7.861E-13
0.000E+00
0.000E+00 1.548E-12 7.599E-13 -5.729E-13 3.576E-13 0.000E+00 -3.576E-13 5.729E-13 -7.599E-13 -1.548E-12
0.000E+00
0.000E+00 2.262E-12 1.110E-12 -8.372E-13 5.225E-13 0.000E+00 -5.225E-13 8.372E-13 -1.110E-12 -2.262E-12
0.000E+00
0.000E+00 2.906E-12 1.427E-12 -1.076E-12 6.713E-13 0.000E+00 -6.713E-13 1.076E-12 -1.427E-12 -2.906E-12
0.000E+00
0.000E+00 3.461E-12 1.699E-12 -1.281E-12 7.994E-13 0.000E+00 -7.994E-13 1.281E-12 -1.699E-12 -3.461E-12
0.000E+00
0.000E+00 3.910E-12 1.919E-12 -1.447E-12 9.027E-13 0.000E+00 -9.027E-13 1.447E-12 -1.919E-12 -3.910E-12
0.000E+00
0.000E+00 4.238E-12 2.080E-12 -1.569E-12 9.779E-13 0.000E+00 -9.779E-13 1.569E-12 -2.080E-12 -4.238E-12
0.000E+00
0.000E+00 4.437E-12 2.178E-12 -1.644E-12 1.022E-12 0.000E+00 -1.022E-12 1.644E-12 -2.178E-12 -4.437E-12
0.000E+00
0.000E+00 4.508E-12 2.216E-12 -1.671E-12 1.034E-12 0.000E+00 -1.034E-12 1.671E-12 -2.216E-12 -4.508E-12
0.000E+00
0.000E+00 4.462E-12 2.206E-12 -1.650E-12 1.012E-12 0.000E+00 -1.012E-12 1.650E-12 -2.206E-12 -4.462E-12
0.000E+00
0.000E+00 3.492E-12 1.717E-12 -1.293E-12 8.016E-13 0.000E+00 -8.016E-13 1.293E-12 -1.717E-12 -3.492E-12
0.000E+00
0.000E+00 2.467E-12 1.202E-12 -9.155E-13 5.790E-13 0.000E+00 -5.790E-13 9.155E-13 -1.202E-12 -2.467E-12
0.000E+00
0.000E+00 2.085E-12 1.022E-12 -7.707E-13 4.856E-13 0.000E+00 -4.856E-13 7.707E-13 -1.022E-12 -2.085E-12
0.000E+00
0.000E+00 1.628E-12 7.985E-13 -6.017E-13 3.775E-13 0.000E+00 -3.775E-13 6.017E-13 -7.985E-13 -1.628E-12
0.000E+00
0.000E+00 1.114E-12 5.470E-13 -4.120E-13 2.579E-13 0.000E+00 -2.579E-13 4.120E-13 -5.470E-13 -1.114E-12
0.000E+00
0.000E+00 5.659E-13 2.778E-13 -2.093E-13 1.309E-13 0.000E+00 -1.309E-13 2.093E-13 -2.778E-13 -5.659E-13
0.000E+00
0.000E+00 7.586E-22 3.793E-22 -2.726E-22 1.659E-22 0.000E+00 -1.659E-22 2.726E-22 -3.793E-22 -7.586E-22
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1Y VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08
0.000E+00
0.000E+00 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07
0.000E+00
0.000E+00 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07
0.000E+00
0.000E+00 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07
0.000E+00
0.000E+00 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08
0.000E+00
0.000E+00 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08
0.000E+00
0.000E+00 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08
0.000E+00
0.000E+00 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08
0.000E+00
0.000E+00 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08
0.000E+00
0.000E+00 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10
0.000E+00
0.000E+00 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08
0.000E+00
0.000E+00 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08
0.000E+00
0.000E+00 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08
0.000E+00
0.000E+00 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08
0.000E+00
0.000E+00 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08
0.000E+00
0.000E+00 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07
0.000E+00
0.000E+00 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07
0.000E+00
0.000E+00 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0 NO. OF PARTICLE MOVES REQUIRED TO COMPLETE THIS TIME STEP = 1
0 NP = 1458 IMOV = 1
TIM(N) = 0.31558E+09 TIMV = 0.31558E+09 SUMTCH = 0.18935E+10
1CONCENTRATION
NUMBER OF TIME STEPS = 6
DELTA T = 0.31558E+09
TIME(SECONDS) = 0.18935E+10
CHEM.TIME(SECONDS) = 0.18935E+10
CHEM.TIME(DAYS) = 0.21915E+05
TIME(YEARS) = 0.60000E+02
CHEM.TIME(YEARS) = 0.60000E+02
NO. MOVES COMPLETED = 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 13 13 13 13 13 13 13 13 13 0
0 0 20 20 20 20 20 20 20 20 20 0
0 0 41 41 41 41 41 41 41 41 41 0
0 0 139 139 139 139 139 139 139 139 139 0
0 0 547 547 547 547 547 547 547 547 547 0
0 0 1625 1625 1625 1625 1625 1625 1625 1625 1625 0
0 0 0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = -0.28405E+12
MASS PUMPED IN = 0.21093E+12
MASS PUMPED OUT = -0.00000E+00
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = -0.73121E+11
INITIAL MASS DISSOLVED = 0.31012E+13
PRESENT MASS DISSOLVED = 0.32628E+13
CHANGE MASS DISSOLVED = 0.16159E+12
CHANGE TOTL.MASS STORED= 0.16159E+12
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = -0.23471E+12
ERROR (AS PERCENT) = -0.11128E+03
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = 0.73941E+01
1GUADLUPE DELTA MODEL 20ROWS 11COLUMNS STEADY STATE
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 1
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 6 6
0 2.3 0.0 0.000
1 7.2 0.0 60.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 6 12
0 2.2 7.0 0.000
1 9.5 6.9 60.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 6 18
0 1.3 520.0 0.000
1 3.1 547.3 60.000
0
N = 7
NUMBER OF ITERATIONS = 0 (HEADS UNCHANGED)
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 7
TIME(SECONDS) = 0.22090E+10
TIME(DAYS) = 0.25568E+05
TIME(YEARS) = 0.70000E+02
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
0 0.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000
0 0.0000000
0 0.0000000 3.5870469 3.5870371 3.5870421 3.5870407 3.5870398 3.5870407 3.5870421 3.5870371 3.5870469
0 0.0000000
0 0.0000000 4.9883393 4.9883200 4.9883298 4.9883271 4.9883253 4.9883271 4.9883298 4.9883200 4.9883393
0 0.0000000
0 0.0000000 6.2038840 6.2038557 6.2038701 6.2038662 6.2038636 6.2038662 6.2038701 6.2038557 6.2038840
0 0.0000000
0 0.0000000 7.2336875 7.2336512 7.2336697 7.2336647 7.2336613 7.2336647 7.2336697 7.2336512 7.2336875
0 0.0000000
0 0.0000000 8.0777558 8.0777125 8.0777345 8.0777285 8.0777246 8.0777285 8.0777345 8.0777125 8.0777558
0 0.0000000
0 0.0000000 8.7360937 8.7360449 8.7360698 8.7360630 8.7360585 8.7360630 8.7360698 8.7360449 8.7360937
0 0.0000000
0 0.0000000 9.2087055 9.2086525 9.2086795 9.2086721 9.2086673 9.2086721 9.2086795 9.2086525 9.2087055
0 0.0000000
0 0.0000000 9.4955940 9.4955386 9.4955668 9.4955591 9.4955540 9.4955591 9.4955668 9.4955386 9.4955940
0 0.0000000
0 0.0000000 9.5967610 9.5967047 9.5967334 9.5967256 9.5967205 9.5967256 9.5967334 9.5967047 9.5967610
0 0.0000000
0 0.0000000 9.5122075 9.5121517 9.5121799 9.5121724 9.5121673 9.5121724 9.5121799 9.5121517 9.5122075
0 0.0000000
0 0.0000000 9.2149033 9.2148510 9.2148776 9.2148704 9.2148656 9.2148704 9.2148776 9.2148510 9.2149033
0 0.0000000
0 0.0000000 8.5992942 8.5992480 8.5992717 8.5992651 8.5992608 8.5992651 8.5992717 8.5992480 8.5992942
0 0.0000000
0 0.0000000 7.6366769 7.6366379 7.6366578 7.6366523 7.6366487 7.6366523 7.6366578 7.6366379 7.6366769
0 0.0000000
0 0.0000000 6.3954454 6.3954149 6.3954304 6.3954262 6.3954234 6.3954262 6.3954304 6.3954149 6.3954454
0 0.0000000
0 0.0000000 4.8755935 4.8755726 4.8755832 4.8755803 4.8755784 4.8755803 4.8755832 4.8755726 4.8755935
0 0.0000000
0 0.0000000 3.0771142 3.0771036 3.0771089 3.0771075 3.0771065 3.0771075 3.0771089 3.0771036 3.0771142
0 0.0000000
0 0.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000
0 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 7
TIME(SECONDS) = 0.22090E+10
TIME(DAYS) = 0.25568E+05
TIME(YEARS) = 0.70000E+02
0 0 0 0 0 0 0 0 0 0 0 0
0 0 2 2 2 2 2 2 2 2 2 0
0 0 4 4 4 4 4 4 4 4 4 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0 0
1DRAWDOWN
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 -1 -1 -1 -1 -1 -1 -1 -1 -1 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -4 -4 -4 -4 -4 -4 -4 -4 -4 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -2 -2 -2 -2 -2 -2 -2 -2 -2 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 CUMULATIVE MASS BALANCE -- (IN FT**3)
RECHARGE AND INJECTION = -0.44295E+09
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
CUMULATIVE NET PUMPAGE = -0.44295E+09
WATER RELEASE FROM STORAGE = 0.00000E+00
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.44289E+09
CUMULATIVE NET LEAKAGE = -0.44289E+09
0 MASS BALANCE RESIDUAL = 53917.
ERROR (AS PERCENT) = 0.12173E-01
0 RATE MASS BALANCE -- (IN C.F.S.)
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.20049E+00
NET LEAKAGE (QNET) = -0.20049E+00
RECHARGE AND INJECTION = -0.20052E+00
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
NET WITHDRAWAL (TPUM) = -0.20052E+00
1X VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 1.565E-21 7.823E-22 -5.690E-22 3.556E-22 0.000E+00 -3.556E-22 5.690E-22 -7.823E-22 -1.565E-21
0.000E+00
0.000E+00 7.861E-13 3.859E-13 -2.910E-13 1.816E-13 0.000E+00 -1.816E-13 2.910E-13 -3.859E-13 -7.861E-13
0.000E+00
0.000E+00 1.548E-12 7.599E-13 -5.729E-13 3.576E-13 0.000E+00 -3.576E-13 5.729E-13 -7.599E-13 -1.548E-12
0.000E+00
0.000E+00 2.262E-12 1.110E-12 -8.372E-13 5.225E-13 0.000E+00 -5.225E-13 8.372E-13 -1.110E-12 -2.262E-12
0.000E+00
0.000E+00 2.906E-12 1.427E-12 -1.076E-12 6.713E-13 0.000E+00 -6.713E-13 1.076E-12 -1.427E-12 -2.906E-12
0.000E+00
0.000E+00 3.461E-12 1.699E-12 -1.281E-12 7.994E-13 0.000E+00 -7.994E-13 1.281E-12 -1.699E-12 -3.461E-12
0.000E+00
0.000E+00 3.910E-12 1.919E-12 -1.447E-12 9.027E-13 0.000E+00 -9.027E-13 1.447E-12 -1.919E-12 -3.910E-12
0.000E+00
0.000E+00 4.238E-12 2.080E-12 -1.569E-12 9.779E-13 0.000E+00 -9.779E-13 1.569E-12 -2.080E-12 -4.238E-12
0.000E+00
0.000E+00 4.437E-12 2.178E-12 -1.644E-12 1.022E-12 0.000E+00 -1.022E-12 1.644E-12 -2.178E-12 -4.437E-12
0.000E+00
0.000E+00 4.508E-12 2.216E-12 -1.671E-12 1.034E-12 0.000E+00 -1.034E-12 1.671E-12 -2.216E-12 -4.508E-12
0.000E+00
0.000E+00 4.462E-12 2.206E-12 -1.650E-12 1.012E-12 0.000E+00 -1.012E-12 1.650E-12 -2.206E-12 -4.462E-12
0.000E+00
0.000E+00 3.492E-12 1.717E-12 -1.293E-12 8.016E-13 0.000E+00 -8.016E-13 1.293E-12 -1.717E-12 -3.492E-12
0.000E+00
0.000E+00 2.467E-12 1.202E-12 -9.155E-13 5.790E-13 0.000E+00 -5.790E-13 9.155E-13 -1.202E-12 -2.467E-12
0.000E+00
0.000E+00 2.085E-12 1.022E-12 -7.707E-13 4.856E-13 0.000E+00 -4.856E-13 7.707E-13 -1.022E-12 -2.085E-12
0.000E+00
0.000E+00 1.628E-12 7.985E-13 -6.017E-13 3.775E-13 0.000E+00 -3.775E-13 6.017E-13 -7.985E-13 -1.628E-12
0.000E+00
0.000E+00 1.114E-12 5.470E-13 -4.120E-13 2.579E-13 0.000E+00 -2.579E-13 4.120E-13 -5.470E-13 -1.114E-12
0.000E+00
0.000E+00 5.659E-13 2.778E-13 -2.093E-13 1.309E-13 0.000E+00 -1.309E-13 2.093E-13 -2.778E-13 -5.659E-13
0.000E+00
0.000E+00 7.586E-22 3.793E-22 -2.726E-22 1.659E-22 0.000E+00 -1.659E-22 2.726E-22 -3.793E-22 -7.586E-22
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1Y VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08
0.000E+00
0.000E+00 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07
0.000E+00
0.000E+00 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07
0.000E+00
0.000E+00 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07
0.000E+00
0.000E+00 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08
0.000E+00
0.000E+00 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08
0.000E+00
0.000E+00 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08
0.000E+00
0.000E+00 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08
0.000E+00
0.000E+00 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08
0.000E+00
0.000E+00 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10
0.000E+00
0.000E+00 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08
0.000E+00
0.000E+00 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08
0.000E+00
0.000E+00 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08
0.000E+00
0.000E+00 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08
0.000E+00
0.000E+00 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08
0.000E+00
0.000E+00 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07
0.000E+00
0.000E+00 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07
0.000E+00
0.000E+00 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0 NO. OF PARTICLE MOVES REQUIRED TO COMPLETE THIS TIME STEP = 1
0 NP = 1458 IMOV = 1
TIM(N) = 0.31558E+09 TIMV = 0.31558E+09 SUMTCH = 0.22090E+10
1CONCENTRATION
NUMBER OF TIME STEPS = 7
DELTA T = 0.31558E+09
TIME(SECONDS) = 0.22090E+10
CHEM.TIME(SECONDS) = 0.22090E+10
CHEM.TIME(DAYS) = 0.25568E+05
TIME(YEARS) = 0.70000E+02
CHEM.TIME(YEARS) = 0.70000E+02
NO. MOVES COMPLETED = 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 13 13 13 13 13 13 13 13 13 0
0 0 20 20 20 20 20 20 20 20 20 0
0 0 42 42 42 42 42 42 42 42 42 0
0 0 141 141 141 141 141 141 141 141 141 0
0 0 552 552 552 552 552 552 552 552 552 0
0 0 1638 1638 1638 1638 1638 1638 1638 1638 1638 0
0 0 0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = -0.33272E+12
MASS PUMPED IN = 0.24608E+12
MASS PUMPED OUT = -0.00000E+00
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = -0.86641E+11
INITIAL MASS DISSOLVED = 0.31012E+13
PRESENT MASS DISSOLVED = 0.32895E+13
CHANGE MASS DISSOLVED = 0.18828E+12
CHANGE TOTL.MASS STORED= 0.18828E+12
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = -0.27492E+12
ERROR (AS PERCENT) = -0.11172E+03
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = 0.86241E+01
1GUADLUPE DELTA MODEL 20ROWS 11COLUMNS STEADY STATE
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 1
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 6 6
0 2.3 0.0 0.000
1 7.2 0.0 70.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 6 12
0 2.2 7.0 0.000
1 9.5 6.9 70.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 6 18
0 1.3 520.0 0.000
1 3.1 551.9 70.000
0
N = 8
NUMBER OF ITERATIONS = 0 (HEADS UNCHANGED)
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 8
TIME(SECONDS) = 0.25246E+10
TIME(DAYS) = 0.29220E+05
TIME(YEARS) = 0.80000E+02
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
0 0.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000
0 0.0000000
0 0.0000000 3.5870469 3.5870371 3.5870421 3.5870407 3.5870398 3.5870407 3.5870421 3.5870371 3.5870469
0 0.0000000
0 0.0000000 4.9883393 4.9883200 4.9883298 4.9883271 4.9883253 4.9883271 4.9883298 4.9883200 4.9883393
0 0.0000000
0 0.0000000 6.2038840 6.2038557 6.2038701 6.2038662 6.2038636 6.2038662 6.2038701 6.2038557 6.2038840
0 0.0000000
0 0.0000000 7.2336875 7.2336512 7.2336697 7.2336647 7.2336613 7.2336647 7.2336697 7.2336512 7.2336875
0 0.0000000
0 0.0000000 8.0777558 8.0777125 8.0777345 8.0777285 8.0777246 8.0777285 8.0777345 8.0777125 8.0777558
0 0.0000000
0 0.0000000 8.7360937 8.7360449 8.7360698 8.7360630 8.7360585 8.7360630 8.7360698 8.7360449 8.7360937
0 0.0000000
0 0.0000000 9.2087055 9.2086525 9.2086795 9.2086721 9.2086673 9.2086721 9.2086795 9.2086525 9.2087055
0 0.0000000
0 0.0000000 9.4955940 9.4955386 9.4955668 9.4955591 9.4955540 9.4955591 9.4955668 9.4955386 9.4955940
0 0.0000000
0 0.0000000 9.5967610 9.5967047 9.5967334 9.5967256 9.5967205 9.5967256 9.5967334 9.5967047 9.5967610
0 0.0000000
0 0.0000000 9.5122075 9.5121517 9.5121799 9.5121724 9.5121673 9.5121724 9.5121799 9.5121517 9.5122075
0 0.0000000
0 0.0000000 9.2149033 9.2148510 9.2148776 9.2148704 9.2148656 9.2148704 9.2148776 9.2148510 9.2149033
0 0.0000000
0 0.0000000 8.5992942 8.5992480 8.5992717 8.5992651 8.5992608 8.5992651 8.5992717 8.5992480 8.5992942
0 0.0000000
0 0.0000000 7.6366769 7.6366379 7.6366578 7.6366523 7.6366487 7.6366523 7.6366578 7.6366379 7.6366769
0 0.0000000
0 0.0000000 6.3954454 6.3954149 6.3954304 6.3954262 6.3954234 6.3954262 6.3954304 6.3954149 6.3954454
0 0.0000000
0 0.0000000 4.8755935 4.8755726 4.8755832 4.8755803 4.8755784 4.8755803 4.8755832 4.8755726 4.8755935
0 0.0000000
0 0.0000000 3.0771142 3.0771036 3.0771089 3.0771075 3.0771065 3.0771075 3.0771089 3.0771036 3.0771142
0 0.0000000
0 0.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000
0 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 8
TIME(SECONDS) = 0.25246E+10
TIME(DAYS) = 0.29220E+05
TIME(YEARS) = 0.80000E+02
0 0 0 0 0 0 0 0 0 0 0 0
0 0 2 2 2 2 2 2 2 2 2 0
0 0 4 4 4 4 4 4 4 4 4 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0 0
1DRAWDOWN
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 -1 -1 -1 -1 -1 -1 -1 -1 -1 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -4 -4 -4 -4 -4 -4 -4 -4 -4 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -2 -2 -2 -2 -2 -2 -2 -2 -2 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 CUMULATIVE MASS BALANCE -- (IN FT**3)
RECHARGE AND INJECTION = -0.50622E+09
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
CUMULATIVE NET PUMPAGE = -0.50622E+09
WATER RELEASE FROM STORAGE = 0.00000E+00
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.50616E+09
CUMULATIVE NET LEAKAGE = -0.50616E+09
0 MASS BALANCE RESIDUAL = 61619.
ERROR (AS PERCENT) = 0.12173E-01
0 RATE MASS BALANCE -- (IN C.F.S.)
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.20049E+00
NET LEAKAGE (QNET) = -0.20049E+00
RECHARGE AND INJECTION = -0.20052E+00
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
NET WITHDRAWAL (TPUM) = -0.20052E+00
1X VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 1.565E-21 7.823E-22 -5.690E-22 3.556E-22 0.000E+00 -3.556E-22 5.690E-22 -7.823E-22 -1.565E-21
0.000E+00
0.000E+00 7.861E-13 3.859E-13 -2.910E-13 1.816E-13 0.000E+00 -1.816E-13 2.910E-13 -3.859E-13 -7.861E-13
0.000E+00
0.000E+00 1.548E-12 7.599E-13 -5.729E-13 3.576E-13 0.000E+00 -3.576E-13 5.729E-13 -7.599E-13 -1.548E-12
0.000E+00
0.000E+00 2.262E-12 1.110E-12 -8.372E-13 5.225E-13 0.000E+00 -5.225E-13 8.372E-13 -1.110E-12 -2.262E-12
0.000E+00
0.000E+00 2.906E-12 1.427E-12 -1.076E-12 6.713E-13 0.000E+00 -6.713E-13 1.076E-12 -1.427E-12 -2.906E-12
0.000E+00
0.000E+00 3.461E-12 1.699E-12 -1.281E-12 7.994E-13 0.000E+00 -7.994E-13 1.281E-12 -1.699E-12 -3.461E-12
0.000E+00
0.000E+00 3.910E-12 1.919E-12 -1.447E-12 9.027E-13 0.000E+00 -9.027E-13 1.447E-12 -1.919E-12 -3.910E-12
0.000E+00
0.000E+00 4.238E-12 2.080E-12 -1.569E-12 9.779E-13 0.000E+00 -9.779E-13 1.569E-12 -2.080E-12 -4.238E-12
0.000E+00
0.000E+00 4.437E-12 2.178E-12 -1.644E-12 1.022E-12 0.000E+00 -1.022E-12 1.644E-12 -2.178E-12 -4.437E-12
0.000E+00
0.000E+00 4.508E-12 2.216E-12 -1.671E-12 1.034E-12 0.000E+00 -1.034E-12 1.671E-12 -2.216E-12 -4.508E-12
0.000E+00
0.000E+00 4.462E-12 2.206E-12 -1.650E-12 1.012E-12 0.000E+00 -1.012E-12 1.650E-12 -2.206E-12 -4.462E-12
0.000E+00
0.000E+00 3.492E-12 1.717E-12 -1.293E-12 8.016E-13 0.000E+00 -8.016E-13 1.293E-12 -1.717E-12 -3.492E-12
0.000E+00
0.000E+00 2.467E-12 1.202E-12 -9.155E-13 5.790E-13 0.000E+00 -5.790E-13 9.155E-13 -1.202E-12 -2.467E-12
0.000E+00
0.000E+00 2.085E-12 1.022E-12 -7.707E-13 4.856E-13 0.000E+00 -4.856E-13 7.707E-13 -1.022E-12 -2.085E-12
0.000E+00
0.000E+00 1.628E-12 7.985E-13 -6.017E-13 3.775E-13 0.000E+00 -3.775E-13 6.017E-13 -7.985E-13 -1.628E-12
0.000E+00
0.000E+00 1.114E-12 5.470E-13 -4.120E-13 2.579E-13 0.000E+00 -2.579E-13 4.120E-13 -5.470E-13 -1.114E-12
0.000E+00
0.000E+00 5.659E-13 2.778E-13 -2.093E-13 1.309E-13 0.000E+00 -1.309E-13 2.093E-13 -2.778E-13 -5.659E-13
0.000E+00
0.000E+00 7.586E-22 3.793E-22 -2.726E-22 1.659E-22 0.000E+00 -1.659E-22 2.726E-22 -3.793E-22 -7.586E-22
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1Y VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08
0.000E+00
0.000E+00 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07
0.000E+00
0.000E+00 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07
0.000E+00
0.000E+00 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07
0.000E+00
0.000E+00 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08
0.000E+00
0.000E+00 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08
0.000E+00
0.000E+00 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08
0.000E+00
0.000E+00 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08
0.000E+00
0.000E+00 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08
0.000E+00
0.000E+00 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10
0.000E+00
0.000E+00 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08
0.000E+00
0.000E+00 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08
0.000E+00
0.000E+00 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08
0.000E+00
0.000E+00 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08
0.000E+00
0.000E+00 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08
0.000E+00
0.000E+00 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07
0.000E+00
0.000E+00 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07
0.000E+00
0.000E+00 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0 NO. OF PARTICLE MOVES REQUIRED TO COMPLETE THIS TIME STEP = 1
0 NP = 1458 IMOV = 1
TIM(N) = 0.31558E+09 TIMV = 0.31558E+09 SUMTCH = 0.25246E+10
1CONCENTRATION
NUMBER OF TIME STEPS = 8
DELTA T = 0.31558E+09
TIME(SECONDS) = 0.25246E+10
CHEM.TIME(SECONDS) = 0.25246E+10
CHEM.TIME(DAYS) = 0.29220E+05
TIME(YEARS) = 0.80000E+02
CHEM.TIME(YEARS) = 0.80000E+02
NO. MOVES COMPLETED = 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 13 13 13 13 13 13 13 13 13 0
0 0 20 20 20 20 20 20 20 20 20 0
0 0 42 42 42 42 42 42 42 42 42 0
0 0 143 143 143 143 143 143 143 143 143 0
0 0 557 557 557 557 557 557 557 557 557 0
0 0 1650 1650 1650 1650 1650 1650 1650 1650 1650 0
0 0 0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = -0.38177E+12
MASS PUMPED IN = 0.28124E+12
MASS PUMPED OUT = -0.00000E+00
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = -0.10053E+12
INITIAL MASS DISSOLVED = 0.31012E+13
PRESENT MASS DISSOLVED = 0.33161E+13
CHANGE MASS DISSOLVED = 0.21490E+12
CHANGE TOTL.MASS STORED= 0.21490E+12
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = -0.31544E+12
ERROR (AS PERCENT) = -0.11216E+03
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = 0.98520E+01
1GUADLUPE DELTA MODEL 20ROWS 11COLUMNS STEADY STATE
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 1
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 6 6
0 2.3 0.0 0.000
1 7.2 0.0 80.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 6 12
0 2.2 7.0 0.000
1 9.5 6.9 80.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 6 18
0 1.3 520.0 0.000
1 3.1 556.7 80.000
0
N = 9
NUMBER OF ITERATIONS = 0 (HEADS UNCHANGED)
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 9
TIME(SECONDS) = 0.28402E+10
TIME(DAYS) = 0.32872E+05
TIME(YEARS) = 0.90000E+02
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
0 0.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000
0 0.0000000
0 0.0000000 3.5870469 3.5870371 3.5870421 3.5870407 3.5870398 3.5870407 3.5870421 3.5870371 3.5870469
0 0.0000000
0 0.0000000 4.9883393 4.9883200 4.9883298 4.9883271 4.9883253 4.9883271 4.9883298 4.9883200 4.9883393
0 0.0000000
0 0.0000000 6.2038840 6.2038557 6.2038701 6.2038662 6.2038636 6.2038662 6.2038701 6.2038557 6.2038840
0 0.0000000
0 0.0000000 7.2336875 7.2336512 7.2336697 7.2336647 7.2336613 7.2336647 7.2336697 7.2336512 7.2336875
0 0.0000000
0 0.0000000 8.0777558 8.0777125 8.0777345 8.0777285 8.0777246 8.0777285 8.0777345 8.0777125 8.0777558
0 0.0000000
0 0.0000000 8.7360937 8.7360449 8.7360698 8.7360630 8.7360585 8.7360630 8.7360698 8.7360449 8.7360937
0 0.0000000
0 0.0000000 9.2087055 9.2086525 9.2086795 9.2086721 9.2086673 9.2086721 9.2086795 9.2086525 9.2087055
0 0.0000000
0 0.0000000 9.4955940 9.4955386 9.4955668 9.4955591 9.4955540 9.4955591 9.4955668 9.4955386 9.4955940
0 0.0000000
0 0.0000000 9.5967610 9.5967047 9.5967334 9.5967256 9.5967205 9.5967256 9.5967334 9.5967047 9.5967610
0 0.0000000
0 0.0000000 9.5122075 9.5121517 9.5121799 9.5121724 9.5121673 9.5121724 9.5121799 9.5121517 9.5122075
0 0.0000000
0 0.0000000 9.2149033 9.2148510 9.2148776 9.2148704 9.2148656 9.2148704 9.2148776 9.2148510 9.2149033
0 0.0000000
0 0.0000000 8.5992942 8.5992480 8.5992717 8.5992651 8.5992608 8.5992651 8.5992717 8.5992480 8.5992942
0 0.0000000
0 0.0000000 7.6366769 7.6366379 7.6366578 7.6366523 7.6366487 7.6366523 7.6366578 7.6366379 7.6366769
0 0.0000000
0 0.0000000 6.3954454 6.3954149 6.3954304 6.3954262 6.3954234 6.3954262 6.3954304 6.3954149 6.3954454
0 0.0000000
0 0.0000000 4.8755935 4.8755726 4.8755832 4.8755803 4.8755784 4.8755803 4.8755832 4.8755726 4.8755935
0 0.0000000
0 0.0000000 3.0771142 3.0771036 3.0771089 3.0771075 3.0771065 3.0771075 3.0771089 3.0771036 3.0771142
0 0.0000000
0 0.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000
0 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 9
TIME(SECONDS) = 0.28402E+10
TIME(DAYS) = 0.32872E+05
TIME(YEARS) = 0.90000E+02
0 0 0 0 0 0 0 0 0 0 0 0
0 0 2 2 2 2 2 2 2 2 2 0
0 0 4 4 4 4 4 4 4 4 4 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0 0
1DRAWDOWN
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 -1 -1 -1 -1 -1 -1 -1 -1 -1 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -4 -4 -4 -4 -4 -4 -4 -4 -4 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -2 -2 -2 -2 -2 -2 -2 -2 -2 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 CUMULATIVE MASS BALANCE -- (IN FT**3)
RECHARGE AND INJECTION = -0.56950E+09
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
CUMULATIVE NET PUMPAGE = -0.56950E+09
WATER RELEASE FROM STORAGE = 0.00000E+00
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.56943E+09
CUMULATIVE NET LEAKAGE = -0.56943E+09
0 MASS BALANCE RESIDUAL = 69322.
ERROR (AS PERCENT) = 0.12173E-01
0 RATE MASS BALANCE -- (IN C.F.S.)
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.20049E+00
NET LEAKAGE (QNET) = -0.20049E+00
RECHARGE AND INJECTION = -0.20052E+00
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
NET WITHDRAWAL (TPUM) = -0.20052E+00
1X VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 1.565E-21 7.823E-22 -5.690E-22 3.556E-22 0.000E+00 -3.556E-22 5.690E-22 -7.823E-22 -1.565E-21
0.000E+00
0.000E+00 7.861E-13 3.859E-13 -2.910E-13 1.816E-13 0.000E+00 -1.816E-13 2.910E-13 -3.859E-13 -7.861E-13
0.000E+00
0.000E+00 1.548E-12 7.599E-13 -5.729E-13 3.576E-13 0.000E+00 -3.576E-13 5.729E-13 -7.599E-13 -1.548E-12
0.000E+00
0.000E+00 2.262E-12 1.110E-12 -8.372E-13 5.225E-13 0.000E+00 -5.225E-13 8.372E-13 -1.110E-12 -2.262E-12
0.000E+00
0.000E+00 2.906E-12 1.427E-12 -1.076E-12 6.713E-13 0.000E+00 -6.713E-13 1.076E-12 -1.427E-12 -2.906E-12
0.000E+00
0.000E+00 3.461E-12 1.699E-12 -1.281E-12 7.994E-13 0.000E+00 -7.994E-13 1.281E-12 -1.699E-12 -3.461E-12
0.000E+00
0.000E+00 3.910E-12 1.919E-12 -1.447E-12 9.027E-13 0.000E+00 -9.027E-13 1.447E-12 -1.919E-12 -3.910E-12
0.000E+00
0.000E+00 4.238E-12 2.080E-12 -1.569E-12 9.779E-13 0.000E+00 -9.779E-13 1.569E-12 -2.080E-12 -4.238E-12
0.000E+00
0.000E+00 4.437E-12 2.178E-12 -1.644E-12 1.022E-12 0.000E+00 -1.022E-12 1.644E-12 -2.178E-12 -4.437E-12
0.000E+00
0.000E+00 4.508E-12 2.216E-12 -1.671E-12 1.034E-12 0.000E+00 -1.034E-12 1.671E-12 -2.216E-12 -4.508E-12
0.000E+00
0.000E+00 4.462E-12 2.206E-12 -1.650E-12 1.012E-12 0.000E+00 -1.012E-12 1.650E-12 -2.206E-12 -4.462E-12
0.000E+00
0.000E+00 3.492E-12 1.717E-12 -1.293E-12 8.016E-13 0.000E+00 -8.016E-13 1.293E-12 -1.717E-12 -3.492E-12
0.000E+00
0.000E+00 2.467E-12 1.202E-12 -9.155E-13 5.790E-13 0.000E+00 -5.790E-13 9.155E-13 -1.202E-12 -2.467E-12
0.000E+00
0.000E+00 2.085E-12 1.022E-12 -7.707E-13 4.856E-13 0.000E+00 -4.856E-13 7.707E-13 -1.022E-12 -2.085E-12
0.000E+00
0.000E+00 1.628E-12 7.985E-13 -6.017E-13 3.775E-13 0.000E+00 -3.775E-13 6.017E-13 -7.985E-13 -1.628E-12
0.000E+00
0.000E+00 1.114E-12 5.470E-13 -4.120E-13 2.579E-13 0.000E+00 -2.579E-13 4.120E-13 -5.470E-13 -1.114E-12
0.000E+00
0.000E+00 5.659E-13 2.778E-13 -2.093E-13 1.309E-13 0.000E+00 -1.309E-13 2.093E-13 -2.778E-13 -5.659E-13
0.000E+00
0.000E+00 7.586E-22 3.793E-22 -2.726E-22 1.659E-22 0.000E+00 -1.659E-22 2.726E-22 -3.793E-22 -7.586E-22
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1Y VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08
0.000E+00
0.000E+00 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07
0.000E+00
0.000E+00 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07
0.000E+00
0.000E+00 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07
0.000E+00
0.000E+00 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08
0.000E+00
0.000E+00 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08
0.000E+00
0.000E+00 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08
0.000E+00
0.000E+00 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08
0.000E+00
0.000E+00 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08
0.000E+00
0.000E+00 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10
0.000E+00
0.000E+00 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08
0.000E+00
0.000E+00 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08
0.000E+00
0.000E+00 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08
0.000E+00
0.000E+00 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08
0.000E+00
0.000E+00 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08
0.000E+00
0.000E+00 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07
0.000E+00
0.000E+00 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07
0.000E+00
0.000E+00 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0 NO. OF PARTICLE MOVES REQUIRED TO COMPLETE THIS TIME STEP = 1
0 NP = 1458 IMOV = 1
TIM(N) = 0.31558E+09 TIMV = 0.31558E+09 SUMTCH = 0.28402E+10
1CONCENTRATION
NUMBER OF TIME STEPS = 9
DELTA T = 0.31558E+09
TIME(SECONDS) = 0.28402E+10
CHEM.TIME(SECONDS) = 0.28402E+10
CHEM.TIME(DAYS) = 0.32872E+05
TIME(YEARS) = 0.90000E+02
CHEM.TIME(YEARS) = 0.90000E+02
NO. MOVES COMPLETED = 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 13 13 13 13 13 13 13 13 13 0
0 0 20 20 20 20 20 20 20 20 20 0
0 0 42 42 42 42 42 42 42 42 42 0
0 0 145 145 145 145 145 145 145 145 145 0
0 0 560 560 560 560 560 560 560 560 560 0
0 0 1300 1300 1300 1300 1300 1300 1300 1300 1300 0
0 0 0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = -0.42388E+12
MASS PUMPED IN = 0.31639E+12
MASS PUMPED OUT = -0.00000E+00
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = -0.10749E+12
INITIAL MASS DISSOLVED = 0.31012E+13
PRESENT MASS DISSOLVED = 0.28494E+13
CHANGE MASS DISSOLVED = -0.25180E+12
CHANGE TOTL.MASS STORED= -0.25180E+12
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = 0.14431E+12
ERROR (AS PERCENT) = 0.45612E+02
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = -0.44975E+01
1GUADLUPE DELTA MODEL 20ROWS 11COLUMNS STEADY STATE
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 1
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 6 6
0 2.3 0.0 0.000
1 7.2 0.0 90.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 6 12
0 2.2 7.0 0.000
1 9.5 6.9 90.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 6 18
0 1.3 520.0 0.000
1 3.1 559.9 90.000
0
N = 10
NUMBER OF ITERATIONS = 0 (HEADS UNCHANGED)
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 10
TIME(SECONDS) = 0.31558E+10
TIME(DAYS) = 0.36525E+05
TIME(YEARS) = 0.10000E+03
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
0 0.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000
0 0.0000000
0 0.0000000 3.5870469 3.5870371 3.5870421 3.5870407 3.5870398 3.5870407 3.5870421 3.5870371 3.5870469
0 0.0000000
0 0.0000000 4.9883393 4.9883200 4.9883298 4.9883271 4.9883253 4.9883271 4.9883298 4.9883200 4.9883393
0 0.0000000
0 0.0000000 6.2038840 6.2038557 6.2038701 6.2038662 6.2038636 6.2038662 6.2038701 6.2038557 6.2038840
0 0.0000000
0 0.0000000 7.2336875 7.2336512 7.2336697 7.2336647 7.2336613 7.2336647 7.2336697 7.2336512 7.2336875
0 0.0000000
0 0.0000000 8.0777558 8.0777125 8.0777345 8.0777285 8.0777246 8.0777285 8.0777345 8.0777125 8.0777558
0 0.0000000
0 0.0000000 8.7360937 8.7360449 8.7360698 8.7360630 8.7360585 8.7360630 8.7360698 8.7360449 8.7360937
0 0.0000000
0 0.0000000 9.2087055 9.2086525 9.2086795 9.2086721 9.2086673 9.2086721 9.2086795 9.2086525 9.2087055
0 0.0000000
0 0.0000000 9.4955940 9.4955386 9.4955668 9.4955591 9.4955540 9.4955591 9.4955668 9.4955386 9.4955940
0 0.0000000
0 0.0000000 9.5967610 9.5967047 9.5967334 9.5967256 9.5967205 9.5967256 9.5967334 9.5967047 9.5967610
0 0.0000000
0 0.0000000 9.5122075 9.5121517 9.5121799 9.5121724 9.5121673 9.5121724 9.5121799 9.5121517 9.5122075
0 0.0000000
0 0.0000000 9.2149033 9.2148510 9.2148776 9.2148704 9.2148656 9.2148704 9.2148776 9.2148510 9.2149033
0 0.0000000
0 0.0000000 8.5992942 8.5992480 8.5992717 8.5992651 8.5992608 8.5992651 8.5992717 8.5992480 8.5992942
0 0.0000000
0 0.0000000 7.6366769 7.6366379 7.6366578 7.6366523 7.6366487 7.6366523 7.6366578 7.6366379 7.6366769
0 0.0000000
0 0.0000000 6.3954454 6.3954149 6.3954304 6.3954262 6.3954234 6.3954262 6.3954304 6.3954149 6.3954454
0 0.0000000
0 0.0000000 4.8755935 4.8755726 4.8755832 4.8755803 4.8755784 4.8755803 4.8755832 4.8755726 4.8755935
0 0.0000000
0 0.0000000 3.0771142 3.0771036 3.0771089 3.0771075 3.0771065 3.0771075 3.0771089 3.0771036 3.0771142
0 0.0000000
0 0.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000
0 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 10
TIME(SECONDS) = 0.31558E+10
TIME(DAYS) = 0.36525E+05
TIME(YEARS) = 0.10000E+03
0 0 0 0 0 0 0 0 0 0 0 0
0 0 2 2 2 2 2 2 2 2 2 0
0 0 4 4 4 4 4 4 4 4 4 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0 0
1DRAWDOWN
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 -1 -1 -1 -1 -1 -1 -1 -1 -1 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -4 -4 -4 -4 -4 -4 -4 -4 -4 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -2 -2 -2 -2 -2 -2 -2 -2 -2 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 CUMULATIVE MASS BALANCE -- (IN FT**3)
RECHARGE AND INJECTION = -0.63278E+09
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
CUMULATIVE NET PUMPAGE = -0.63278E+09
WATER RELEASE FROM STORAGE = 0.00000E+00
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.63270E+09
CUMULATIVE NET LEAKAGE = -0.63270E+09
0 MASS BALANCE RESIDUAL = 77024.
ERROR (AS PERCENT) = 0.12173E-01
0 RATE MASS BALANCE -- (IN C.F.S.)
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.20049E+00
NET LEAKAGE (QNET) = -0.20049E+00
RECHARGE AND INJECTION = -0.20052E+00
PUMPAGE AND E-T WITHDRAWAL = 0.00000E+00
NET WITHDRAWAL (TPUM) = -0.20052E+00
1X VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 1.565E-21 7.823E-22 -5.690E-22 3.556E-22 0.000E+00 -3.556E-22 5.690E-22 -7.823E-22 -1.565E-21
0.000E+00
0.000E+00 7.861E-13 3.859E-13 -2.910E-13 1.816E-13 0.000E+00 -1.816E-13 2.910E-13 -3.859E-13 -7.861E-13
0.000E+00
0.000E+00 1.548E-12 7.599E-13 -5.729E-13 3.576E-13 0.000E+00 -3.576E-13 5.729E-13 -7.599E-13 -1.548E-12
0.000E+00
0.000E+00 2.262E-12 1.110E-12 -8.372E-13 5.225E-13 0.000E+00 -5.225E-13 8.372E-13 -1.110E-12 -2.262E-12
0.000E+00
0.000E+00 2.906E-12 1.427E-12 -1.076E-12 6.713E-13 0.000E+00 -6.713E-13 1.076E-12 -1.427E-12 -2.906E-12
0.000E+00
0.000E+00 3.461E-12 1.699E-12 -1.281E-12 7.994E-13 0.000E+00 -7.994E-13 1.281E-12 -1.699E-12 -3.461E-12
0.000E+00
0.000E+00 3.910E-12 1.919E-12 -1.447E-12 9.027E-13 0.000E+00 -9.027E-13 1.447E-12 -1.919E-12 -3.910E-12
0.000E+00
0.000E+00 4.238E-12 2.080E-12 -1.569E-12 9.779E-13 0.000E+00 -9.779E-13 1.569E-12 -2.080E-12 -4.238E-12
0.000E+00
0.000E+00 4.437E-12 2.178E-12 -1.644E-12 1.022E-12 0.000E+00 -1.022E-12 1.644E-12 -2.178E-12 -4.437E-12
0.000E+00
0.000E+00 4.508E-12 2.216E-12 -1.671E-12 1.034E-12 0.000E+00 -1.034E-12 1.671E-12 -2.216E-12 -4.508E-12
0.000E+00
0.000E+00 4.462E-12 2.206E-12 -1.650E-12 1.012E-12 0.000E+00 -1.012E-12 1.650E-12 -2.206E-12 -4.462E-12
0.000E+00
0.000E+00 3.492E-12 1.717E-12 -1.293E-12 8.016E-13 0.000E+00 -8.016E-13 1.293E-12 -1.717E-12 -3.492E-12
0.000E+00
0.000E+00 2.467E-12 1.202E-12 -9.155E-13 5.790E-13 0.000E+00 -5.790E-13 9.155E-13 -1.202E-12 -2.467E-12
0.000E+00
0.000E+00 2.085E-12 1.022E-12 -7.707E-13 4.856E-13 0.000E+00 -4.856E-13 7.707E-13 -1.022E-12 -2.085E-12
0.000E+00
0.000E+00 1.628E-12 7.985E-13 -6.017E-13 3.775E-13 0.000E+00 -3.775E-13 6.017E-13 -7.985E-13 -1.628E-12
0.000E+00
0.000E+00 1.114E-12 5.470E-13 -4.120E-13 2.579E-13 0.000E+00 -2.579E-13 4.120E-13 -5.470E-13 -1.114E-12
0.000E+00
0.000E+00 5.659E-13 2.778E-13 -2.093E-13 1.309E-13 0.000E+00 -1.309E-13 2.093E-13 -2.778E-13 -5.659E-13
0.000E+00
0.000E+00 7.586E-22 3.793E-22 -2.726E-22 1.659E-22 0.000E+00 -1.659E-22 2.726E-22 -3.793E-22 -7.586E-22
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1Y VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08 -8.064E-08
0.000E+00
0.000E+00 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07 -1.518E-07
0.000E+00
0.000E+00 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07 -1.330E-07
0.000E+00
0.000E+00 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07 -1.141E-07
0.000E+00
0.000E+00 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08 -9.522E-08
0.000E+00
0.000E+00 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08 -7.634E-08
0.000E+00
0.000E+00 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08 -5.747E-08
0.000E+00
0.000E+00 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08 -3.859E-08
0.000E+00
0.000E+00 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08 -1.972E-08
0.000E+00
0.000E+00 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10 -8.442E-10
0.000E+00
0.000E+00 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08 1.803E-08
0.000E+00
0.000E+00 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08 3.690E-08
0.000E+00
0.000E+00 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08 5.578E-08
0.000E+00
0.000E+00 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08 7.466E-08
0.000E+00
0.000E+00 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08 9.353E-08
0.000E+00
0.000E+00 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07 1.124E-07
0.000E+00
0.000E+00 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07 1.313E-07
0.000E+00
0.000E+00 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08 7.036E-08
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0 NO. OF PARTICLE MOVES REQUIRED TO COMPLETE THIS TIME STEP = 1
0 NP = 1458 IMOV = 1
TIM(N) = 0.31558E+09 TIMV = 0.31558E+09 SUMTCH = 0.31558E+10
1CONCENTRATION
NUMBER OF TIME STEPS = 10
DELTA T = 0.31558E+09
TIME(SECONDS) = 0.31558E+10
CHEM.TIME(SECONDS) = 0.31558E+10
CHEM.TIME(DAYS) = 0.36525E+05
TIME(YEARS) = 0.10000E+03
CHEM.TIME(YEARS) = 0.10000E+03
NO. MOVES COMPLETED = 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 13 13 13 13 13 13 13 13 13 0
0 0 20 20 20 20 20 20 20 20 20 0
0 0 43 43 43 43 43 43 43 43 43 0
0 0 147 147 147 147 147 147 147 147 147 0
0 0 562 562 562 562 562 562 562 562 562 0
0 0 1317 1317 1317 1317 1317 1317 1317 1317 1317 0
0 0 0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = -0.46301E+12
MASS PUMPED IN = 0.35154E+12
MASS PUMPED OUT = -0.00000E+00
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = -0.11147E+12
INITIAL MASS DISSOLVED = 0.31012E+13
PRESENT MASS DISSOLVED = 0.28772E+13
CHANGE MASS DISSOLVED = -0.22404E+12
CHANGE TOTL.MASS STORED= -0.22404E+12
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = 0.11258E+12
ERROR (AS PERCENT) = 0.32024E+02
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = -0.35042E+01
1GUADLUPE DELTA MODEL 20ROWS 11COLUMNS STEADY STATE
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 1
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 6 6
0 2.3 0.0 0.000
1 7.2 0.0 100.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 6 12
0 2.2 7.0 0.000
1 9.5 6.9 100.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 6 18
0 1.3 520.0 0.000
1 3.1 561.6 100.000
1 START PUMPING PERIOD NO. 2
THE FOLLOWING TIME STEP, PUMPAGE, AND PRINT PARAMETERS HAVE BEEN REDEFINED:
0 NTIM = 10
NPNT = 1
NITP = 7
ITMAX = 100
NREC = 1
NPNTMV = 0
NPNTVL = 1
NPNTD = 0
NPDELC = 0
NPNCHV = 0
PINT = 100.000
TIMX = 0.000
TINIT = 0.000
1 STEADY-STATE FLOW
TIME INTERVALS (IN SEC) FOR SOLUTE-TRANSPORT SIMULATION
0.31558E+09 0.31558E+09 0.31558E+09 0.31558E+09 0.31558E+09 0.31558E+09 0.31558E+09 0.31558E+09 0.31558E+09 0.31558E+09
0 LOCATION OF PUMPING WELLS
X Y RATE(IN CFS) CONC.
5 6 0.0085 0.00
0
N = 1
NUMBER OF ITERATIONS = 14
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 1
TIME(SECONDS) = 0.34713E+10
TIME(DAYS) = 0.40178E+05
TIME(YEARS) = 0.11000E+03
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
0 0.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000
0 0.0000000
0 0.0000000 3.4677204 3.4670234 3.4664971 3.4675760 3.4713354 3.4766855 3.4820589 3.4862271 3.4884736
0 0.0000000
0 0.0000000 4.7513874 4.7478447 4.7432038 4.7427113 4.7529297 4.7675286 4.7813059 4.7914489 4.7967415
0 0.0000000
0 0.0000000 5.8580430 5.8455959 5.8237587 5.8054385 5.8378231 5.8746023 5.9037270 5.9229190 5.9323431
0 0.0000000
0 0.0000000 6.8097807 6.7808566 6.7096944 6.5564245 6.7259573 6.8148573 6.8649280 6.8928373 6.9055195
0 0.0000000
0 0.0000000 7.6474945 7.6351767 7.6135967 7.5956305 7.6284472 7.6656832 7.6952321 7.7147401 7.7243383
0 0.0000000
0 0.0000000 8.3299332 8.3266613 8.3225719 8.3228644 8.3340690 8.3497347 8.3645158 8.3754171 8.3811281
0 0.0000000
0 0.0000000 8.8346176 8.8343276 8.8346827 8.8371201 8.8426990 8.8501028 8.8574503 8.8631357 8.8662202
0 0.0000000
0 0.0000000 9.1541353 9.1545386 9.1556251 9.1576867 9.1608734 9.1647240 9.1685132 9.1714611 9.1730843
0 0.0000000
0 0.0000000 9.2867574 9.2871938 9.2881348 9.2895631 9.2914656 9.2936024 9.2956526 9.2972182 9.2980844
0 0.0000000
0 0.0000000 9.2324006 9.2327362 9.2334210 9.2343654 9.2355416 9.2368004 9.2379805 9.2388539 9.2393398
0 0.0000000
0 0.0000000 8.9672074 8.9674440 8.9679167 8.9685337 8.9692790 8.9700528 8.9707676 8.9712783 8.9715632
0 0.0000000
0 0.0000000 8.3901633 8.3903184 8.3906248 8.3910072 8.3914629 8.3919261 8.3923509 8.3926421 8.3928047
0 0.0000000
0 0.0000000 7.4698656 7.4699595 7.4701479 7.4703710 7.4706360 7.4709010 7.4711439 7.4713008 7.4713908
0 0.0000000
0 0.0000000 6.2705987 6.2706542 6.2707674 6.2708943 6.2710455 6.2711948 6.2713322 6.2714149 6.2714639
0 0.0000000
0 0.0000000 4.7924791 4.7925099 4.7925737 4.7926417 4.7927232 4.7928028 4.7928766 4.7929178 4.7929431
0 0.0000000
0 0.0000000 3.0355906 3.0356043 3.0356330 3.0356626 3.0356981 3.0357326 3.0357648 3.0357817 3.0357924
0 0.0000000
0 0.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000
0 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 1
TIME(SECONDS) = 0.34713E+10
TIME(DAYS) = 0.40178E+05
TIME(YEARS) = 0.11000E+03
0 0 0 0 0 0 0 0 0 0 0 0
0 0 2 2 2 2 2 2 2 2 2 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0 0
1DRAWDOWN
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 -1 -1 -1 -1 -1 -1 -1 -1 -1 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -4 -4 -4 -4 -4 -4 -4 -4 -4 0
0 -5 -4 -4 -4 -4 -5 -5 -5 -5 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -2 -2 -2 -2 -2 -2 -2 -2 -2 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 CUMULATIVE MASS BALANCE -- (IN FT**3)
RECHARGE AND INJECTION = -0.69606E+09
PUMPAGE AND E-T WITHDRAWAL = 0.26824E+07
CUMULATIVE NET PUMPAGE = -0.69337E+09
WATER RELEASE FROM STORAGE = 0.00000E+00
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.69333E+09
CUMULATIVE NET LEAKAGE = -0.69333E+09
0 MASS BALANCE RESIDUAL = 48080.
ERROR (AS PERCENT) = 0.69078E-02
0 RATE MASS BALANCE -- (IN C.F.S.)
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.19211E+00
NET LEAKAGE (QNET) = -0.19211E+00
RECHARGE AND INJECTION = -0.20052E+00
PUMPAGE AND E-T WITHDRAWAL = 0.85000E-02
NET WITHDRAWAL (TPUM) = -0.19202E+00
1X VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 1.112E-19 1.951E-19 -8.815E-20 -7.716E-19 -1.453E-18 -1.710E-18 -1.522E-18 -1.023E-18 -3.583E-19
0.000E+00
0.000E+00 5.581E-11 9.795E-11 -4.425E-11 -3.874E-10 -7.294E-10 -8.587E-10 -7.640E-10 -5.136E-10 -1.799E-10
0.000E+00
0.000E+00 2.837E-10 6.553E-10 4.111E-10 -7.788E-10 -1.987E-09 -2.272E-09 -1.915E-09 -1.236E-09 -4.238E-10
0.000E+00
0.000E+00 9.967E-10 2.745E-09 3.216E-09 -1.126E-09 -5.538E-09 -5.277E-09 -3.869E-09 -2.291E-09 -7.546E-10
0.000E+00
0.000E+00 2.316E-09 8.014E-09 1.797E-08 -1.302E-09 -2.069E-08 -1.113E-08 -6.244E-09 -3.250E-09 -1.016E-09
0.000E+00
0.000E+00 9.863E-10 2.714E-09 3.167E-09 -1.189E-09 -5.609E-09 -5.348E-09 -3.928E-09 -2.331E-09 -7.686E-10
0.000E+00
0.000E+00 2.620E-10 5.894E-10 3.040E-10 -9.206E-10 -2.152E-09 -2.438E-09 -2.056E-09 -1.330E-09 -4.573E-10
0.000E+00
0.000E+00 2.322E-11 -5.212E-12 -2.236E-10 -6.419E-10 -1.040E-09 -1.181E-09 -1.044E-09 -7.022E-10 -2.470E-10
0.000E+00
0.000E+00 -3.230E-11 -1.193E-10 -2.521E-10 -4.202E-10 -5.635E-10 -6.117E-10 -5.395E-10 -3.660E-10 -1.300E-10
0.000E+00
0.000E+00 -3.494E-11 -1.103E-10 -1.897E-10 -2.667E-10 -3.234E-10 -3.353E-10 -2.895E-10 -1.947E-10 -6.936E-11
0.000E+00
0.000E+00 -2.687E-11 -8.170E-11 -1.305E-10 -1.698E-10 -1.950E-10 -1.953E-10 -1.644E-10 -1.088E-10 -3.891E-11
0.000E+00
0.000E+00 -1.579E-11 -4.733E-11 -7.271E-11 -9.090E-11 -1.014E-10 -9.933E-11 -8.178E-11 -5.309E-11 -1.901E-11
0.000E+00
0.000E+00 -8.283E-12 -2.464E-11 -3.677E-11 -4.474E-11 -4.905E-11 -4.740E-11 -3.822E-11 -2.422E-11 -8.679E-12
0.000E+00
0.000E+00 -5.012E-12 -1.507E-11 -2.197E-11 -2.605E-11 -2.829E-11 -2.712E-11 -2.134E-11 -1.318E-11 -4.804E-12
0.000E+00
0.000E+00 -2.962E-12 -9.002E-12 -1.282E-11 -1.485E-11 -1.604E-11 -1.530E-11 -1.175E-11 -7.029E-12 -2.613E-12
0.000E+00
0.000E+00 -1.644E-12 -5.049E-12 -7.035E-12 -7.980E-12 -8.601E-12 -8.189E-12 -6.141E-12 -3.551E-12 -1.348E-12
0.000E+00
0.000E+00 -7.328E-13 -2.266E-12 -3.110E-12 -3.474E-12 -3.740E-12 -3.558E-12 -2.620E-12 -1.474E-12 -5.688E-13
0.000E+00
0.000E+00 -9.720E-22 -3.011E-21 -4.125E-21 -4.611E-21 -4.966E-21 -4.729E-21 -3.485E-21 -1.956E-21 -7.586E-22
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1Y VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 -7.458E-08 -7.454E-08 -7.452E-08 -7.457E-08 -7.476E-08 -7.503E-08 -7.531E-08 -7.552E-08 -7.563E-08
0.000E+00
0.000E+00 -1.398E-07 -1.396E-07 -1.394E-07 -1.394E-07 -1.399E-07 -1.406E-07 -1.413E-07 -1.418E-07 -1.421E-07
0.000E+00
0.000E+00 -1.215E-07 -1.209E-07 -1.198E-07 -1.188E-07 -1.202E-07 -1.218E-07 -1.231E-07 -1.238E-07 -1.242E-07
0.000E+00
0.000E+00 -1.046E-07 -1.033E-07 -9.992E-08 -9.216E-08 -1.003E-07 -1.040E-07 -1.059E-07 -1.068E-07 -1.072E-07
0.000E+00
0.000E+00 -9.093E-08 -9.093E-08 -9.095E-08 -9.097E-08 -9.099E-08 -9.101E-08 -9.103E-08 -9.105E-08 -9.106E-08
0.000E+00
0.000E+00 -7.724E-08 -7.855E-08 -8.196E-08 -8.976E-08 -8.171E-08 -7.799E-08 -7.620E-08 -7.533E-08 -7.498E-08
0.000E+00
0.000E+00 -6.032E-08 -6.093E-08 -6.205E-08 -6.308E-08 -6.170E-08 -6.018E-08 -5.906E-08 -5.835E-08 -5.802E-08
0.000E+00
0.000E+00 -4.188E-08 -4.207E-08 -4.233E-08 -4.242E-08 -4.201E-08 -4.141E-08 -4.085E-08 -4.045E-08 -4.024E-08
0.000E+00
0.000E+00 -2.297E-08 -2.301E-08 -2.304E-08 -2.299E-08 -2.280E-08 -2.254E-08 -2.227E-08 -2.206E-08 -2.194E-08
0.000E+00
0.000E+00 -3.977E-09 -3.973E-09 -3.953E-09 -3.896E-09 -3.794E-09 -3.662E-09 -3.530E-09 -3.424E-09 -3.367E-09
0.000E+00
0.000E+00 1.501E-08 1.502E-08 1.504E-08 1.508E-08 1.514E-08 1.521E-08 1.527E-08 1.533E-08 1.535E-08
0.000E+00
0.000E+00 3.397E-08 3.398E-08 3.399E-08 3.402E-08 3.405E-08 3.408E-08 3.411E-08 3.414E-08 3.415E-08
0.000E+00
0.000E+00 5.289E-08 5.290E-08 5.291E-08 5.292E-08 5.294E-08 5.296E-08 5.298E-08 5.299E-08 5.300E-08
0.000E+00
0.000E+00 7.180E-08 7.180E-08 7.181E-08 7.182E-08 7.183E-08 7.184E-08 7.185E-08 7.186E-08 7.186E-08
0.000E+00
0.000E+00 9.070E-08 9.070E-08 9.070E-08 9.071E-08 9.072E-08 9.072E-08 9.073E-08 9.073E-08 9.073E-08
0.000E+00
0.000E+00 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07
0.000E+00
0.000E+00 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07
0.000E+00
0.000E+00 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1 STABILITY CRITERIA --- M.O.C.
0 MAXIMUM FLUID VELOCITIES: X-VEL = 2.72E-08 Y-VEL = 1.51E-07
0 TMV (MAX. INJ.) = 0.12162E+12
TIMV (CELDIS) = 0.74374E+10
0 TIMV = 7.44E+09 NTIMV = 0 NMOV = 1
TIM (N) = 0.31558E+09
TIMEVELO = 0.31558E+09
TIMEDISP = 0.14131E+11
0 TIMV = 3.16E+08 NTIMD = 0 NMOV = 1
0 *TIME INCREMENT FOR SOLUTE TRANSPORT EQUALS TIME STEP FOR FLOW*
0 NO. OF PARTICLE MOVES REQUIRED TO COMPLETE THIS TIME STEP = 1
0 NP = 1458 IMOV = 1
TIM(N) = 0.31558E+09 TIMV = 0.31558E+09 SUMTCH = 0.34713E+10
1CONCENTRATION
NUMBER OF TIME STEPS = 1
DELTA T = 0.31558E+09
TIME(SECONDS) = 0.34713E+10
CHEM.TIME(SECONDS) = 0.34713E+10
CHEM.TIME(DAYS) = 0.40178E+05
TIME(YEARS) = 0.11000E+03
CHEM.TIME(YEARS) = 0.11000E+03
NO. MOVES COMPLETED = 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 13 13 13 13 13 13 13 13 13 0
0 0 20 20 20 20 20 20 20 20 20 0
0 0 43 43 43 43 43 43 43 43 43 0
0 0 149 149 149 149 149 149 149 149 149 0
0 0 427 427 427 427 427 427 427 427 427 0
0 0 1332 1332 1332 1332 1332 1332 1332 1332 1332 0
0 0 0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = -0.50191E+12
MASS PUMPED IN = 0.38670E+12
MASS PUMPED OUT = -0.10611E+00
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = -0.11521E+12
INITIAL MASS DISSOLVED = 0.31012E+13
PRESENT MASS DISSOLVED = 0.27179E+13
CHANGE MASS DISSOLVED = -0.38333E+12
CHANGE TOTL.MASS STORED= -0.38333E+12
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = 0.26812E+12
ERROR (AS PERCENT) = 0.69334E+02
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = -0.83358E+01
1GUADLUPE DELTA MODEL 20ROWS 11COLUMNS STEADY STATE
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 2
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 6 6
0 2.3 0.0 0.000
1 6.7 0.0 110.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 6 12
0 2.2 7.0 0.000
1 9.2 6.8 110.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 6 18
0 1.3 520.0 0.000
1 3.0 426.5 110.000
0
N = 2
NUMBER OF ITERATIONS = 0 (HEADS UNCHANGED)
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 2
TIME(SECONDS) = 0.37869E+10
TIME(DAYS) = 0.43830E+05
TIME(YEARS) = 0.12000E+03
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
0 0.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000
0 0.0000000
0 0.0000000 3.4677204 3.4670234 3.4664971 3.4675760 3.4713354 3.4766855 3.4820589 3.4862271 3.4884736
0 0.0000000
0 0.0000000 4.7513874 4.7478447 4.7432038 4.7427113 4.7529297 4.7675286 4.7813059 4.7914489 4.7967415
0 0.0000000
0 0.0000000 5.8580430 5.8455959 5.8237587 5.8054385 5.8378231 5.8746023 5.9037270 5.9229190 5.9323431
0 0.0000000
0 0.0000000 6.8097807 6.7808566 6.7096944 6.5564245 6.7259573 6.8148573 6.8649280 6.8928373 6.9055195
0 0.0000000
0 0.0000000 7.6474945 7.6351767 7.6135967 7.5956305 7.6284472 7.6656832 7.6952321 7.7147401 7.7243383
0 0.0000000
0 0.0000000 8.3299332 8.3266613 8.3225719 8.3228644 8.3340690 8.3497347 8.3645158 8.3754171 8.3811281
0 0.0000000
0 0.0000000 8.8346176 8.8343276 8.8346827 8.8371201 8.8426990 8.8501028 8.8574503 8.8631357 8.8662202
0 0.0000000
0 0.0000000 9.1541353 9.1545386 9.1556251 9.1576867 9.1608734 9.1647240 9.1685132 9.1714611 9.1730843
0 0.0000000
0 0.0000000 9.2867574 9.2871938 9.2881348 9.2895631 9.2914656 9.2936024 9.2956526 9.2972182 9.2980844
0 0.0000000
0 0.0000000 9.2324006 9.2327362 9.2334210 9.2343654 9.2355416 9.2368004 9.2379805 9.2388539 9.2393398
0 0.0000000
0 0.0000000 8.9672074 8.9674440 8.9679167 8.9685337 8.9692790 8.9700528 8.9707676 8.9712783 8.9715632
0 0.0000000
0 0.0000000 8.3901633 8.3903184 8.3906248 8.3910072 8.3914629 8.3919261 8.3923509 8.3926421 8.3928047
0 0.0000000
0 0.0000000 7.4698656 7.4699595 7.4701479 7.4703710 7.4706360 7.4709010 7.4711439 7.4713008 7.4713908
0 0.0000000
0 0.0000000 6.2705987 6.2706542 6.2707674 6.2708943 6.2710455 6.2711948 6.2713322 6.2714149 6.2714639
0 0.0000000
0 0.0000000 4.7924791 4.7925099 4.7925737 4.7926417 4.7927232 4.7928028 4.7928766 4.7929178 4.7929431
0 0.0000000
0 0.0000000 3.0355906 3.0356043 3.0356330 3.0356626 3.0356981 3.0357326 3.0357648 3.0357817 3.0357924
0 0.0000000
0 0.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000
0 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 2
TIME(SECONDS) = 0.37869E+10
TIME(DAYS) = 0.43830E+05
TIME(YEARS) = 0.12000E+03
0 0 0 0 0 0 0 0 0 0 0 0
0 0 2 2 2 2 2 2 2 2 2 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0 0
1DRAWDOWN
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 -1 -1 -1 -1 -1 -1 -1 -1 -1 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -4 -4 -4 -4 -4 -4 -4 -4 -4 0
0 -5 -4 -4 -4 -4 -5 -5 -5 -5 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -2 -2 -2 -2 -2 -2 -2 -2 -2 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 CUMULATIVE MASS BALANCE -- (IN FT**3)
RECHARGE AND INJECTION = -0.75933E+09
PUMPAGE AND E-T WITHDRAWAL = 0.53648E+07
CUMULATIVE NET PUMPAGE = -0.75397E+09
WATER RELEASE FROM STORAGE = 0.00000E+00
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.75395E+09
CUMULATIVE NET LEAKAGE = -0.75395E+09
0 MASS BALANCE RESIDUAL = 19137.
ERROR (AS PERCENT) = 0.25202E-02
0 RATE MASS BALANCE -- (IN C.F.S.)
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.19211E+00
NET LEAKAGE (QNET) = -0.19211E+00
RECHARGE AND INJECTION = -0.20052E+00
PUMPAGE AND E-T WITHDRAWAL = 0.85000E-02
NET WITHDRAWAL (TPUM) = -0.19202E+00
1X VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 1.112E-19 1.951E-19 -8.815E-20 -7.716E-19 -1.453E-18 -1.710E-18 -1.522E-18 -1.023E-18 -3.583E-19
0.000E+00
0.000E+00 5.581E-11 9.795E-11 -4.425E-11 -3.874E-10 -7.294E-10 -8.587E-10 -7.640E-10 -5.136E-10 -1.799E-10
0.000E+00
0.000E+00 2.837E-10 6.553E-10 4.111E-10 -7.788E-10 -1.987E-09 -2.272E-09 -1.915E-09 -1.236E-09 -4.238E-10
0.000E+00
0.000E+00 9.967E-10 2.745E-09 3.216E-09 -1.126E-09 -5.538E-09 -5.277E-09 -3.869E-09 -2.291E-09 -7.546E-10
0.000E+00
0.000E+00 2.316E-09 8.014E-09 1.797E-08 -1.302E-09 -2.069E-08 -1.113E-08 -6.244E-09 -3.250E-09 -1.016E-09
0.000E+00
0.000E+00 9.863E-10 2.714E-09 3.167E-09 -1.189E-09 -5.609E-09 -5.348E-09 -3.928E-09 -2.331E-09 -7.686E-10
0.000E+00
0.000E+00 2.620E-10 5.894E-10 3.040E-10 -9.206E-10 -2.152E-09 -2.438E-09 -2.056E-09 -1.330E-09 -4.573E-10
0.000E+00
0.000E+00 2.322E-11 -5.212E-12 -2.236E-10 -6.419E-10 -1.040E-09 -1.181E-09 -1.044E-09 -7.022E-10 -2.470E-10
0.000E+00
0.000E+00 -3.230E-11 -1.193E-10 -2.521E-10 -4.202E-10 -5.635E-10 -6.117E-10 -5.395E-10 -3.660E-10 -1.300E-10
0.000E+00
0.000E+00 -3.494E-11 -1.103E-10 -1.897E-10 -2.667E-10 -3.234E-10 -3.353E-10 -2.895E-10 -1.947E-10 -6.936E-11
0.000E+00
0.000E+00 -2.687E-11 -8.170E-11 -1.305E-10 -1.698E-10 -1.950E-10 -1.953E-10 -1.644E-10 -1.088E-10 -3.891E-11
0.000E+00
0.000E+00 -1.579E-11 -4.733E-11 -7.271E-11 -9.090E-11 -1.014E-10 -9.933E-11 -8.178E-11 -5.309E-11 -1.901E-11
0.000E+00
0.000E+00 -8.283E-12 -2.464E-11 -3.677E-11 -4.474E-11 -4.905E-11 -4.740E-11 -3.822E-11 -2.422E-11 -8.679E-12
0.000E+00
0.000E+00 -5.012E-12 -1.507E-11 -2.197E-11 -2.605E-11 -2.829E-11 -2.712E-11 -2.134E-11 -1.318E-11 -4.804E-12
0.000E+00
0.000E+00 -2.962E-12 -9.002E-12 -1.282E-11 -1.485E-11 -1.604E-11 -1.530E-11 -1.175E-11 -7.029E-12 -2.613E-12
0.000E+00
0.000E+00 -1.644E-12 -5.049E-12 -7.035E-12 -7.980E-12 -8.601E-12 -8.189E-12 -6.141E-12 -3.551E-12 -1.348E-12
0.000E+00
0.000E+00 -7.328E-13 -2.266E-12 -3.110E-12 -3.474E-12 -3.740E-12 -3.558E-12 -2.620E-12 -1.474E-12 -5.688E-13
0.000E+00
0.000E+00 -9.720E-22 -3.011E-21 -4.125E-21 -4.611E-21 -4.966E-21 -4.729E-21 -3.485E-21 -1.956E-21 -7.586E-22
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1Y VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 -7.458E-08 -7.454E-08 -7.452E-08 -7.457E-08 -7.476E-08 -7.503E-08 -7.531E-08 -7.552E-08 -7.563E-08
0.000E+00
0.000E+00 -1.398E-07 -1.396E-07 -1.394E-07 -1.394E-07 -1.399E-07 -1.406E-07 -1.413E-07 -1.418E-07 -1.421E-07
0.000E+00
0.000E+00 -1.215E-07 -1.209E-07 -1.198E-07 -1.188E-07 -1.202E-07 -1.218E-07 -1.231E-07 -1.238E-07 -1.242E-07
0.000E+00
0.000E+00 -1.046E-07 -1.033E-07 -9.992E-08 -9.216E-08 -1.003E-07 -1.040E-07 -1.059E-07 -1.068E-07 -1.072E-07
0.000E+00
0.000E+00 -9.093E-08 -9.093E-08 -9.095E-08 -9.097E-08 -9.099E-08 -9.101E-08 -9.103E-08 -9.105E-08 -9.106E-08
0.000E+00
0.000E+00 -7.724E-08 -7.855E-08 -8.196E-08 -8.976E-08 -8.171E-08 -7.799E-08 -7.620E-08 -7.533E-08 -7.498E-08
0.000E+00
0.000E+00 -6.032E-08 -6.093E-08 -6.205E-08 -6.308E-08 -6.170E-08 -6.018E-08 -5.906E-08 -5.835E-08 -5.802E-08
0.000E+00
0.000E+00 -4.188E-08 -4.207E-08 -4.233E-08 -4.242E-08 -4.201E-08 -4.141E-08 -4.085E-08 -4.045E-08 -4.024E-08
0.000E+00
0.000E+00 -2.297E-08 -2.301E-08 -2.304E-08 -2.299E-08 -2.280E-08 -2.254E-08 -2.227E-08 -2.206E-08 -2.194E-08
0.000E+00
0.000E+00 -3.977E-09 -3.973E-09 -3.953E-09 -3.896E-09 -3.794E-09 -3.662E-09 -3.530E-09 -3.424E-09 -3.367E-09
0.000E+00
0.000E+00 1.501E-08 1.502E-08 1.504E-08 1.508E-08 1.514E-08 1.521E-08 1.527E-08 1.533E-08 1.535E-08
0.000E+00
0.000E+00 3.397E-08 3.398E-08 3.399E-08 3.402E-08 3.405E-08 3.408E-08 3.411E-08 3.414E-08 3.415E-08
0.000E+00
0.000E+00 5.289E-08 5.290E-08 5.291E-08 5.292E-08 5.294E-08 5.296E-08 5.298E-08 5.299E-08 5.300E-08
0.000E+00
0.000E+00 7.180E-08 7.180E-08 7.181E-08 7.182E-08 7.183E-08 7.184E-08 7.185E-08 7.186E-08 7.186E-08
0.000E+00
0.000E+00 9.070E-08 9.070E-08 9.070E-08 9.071E-08 9.072E-08 9.072E-08 9.073E-08 9.073E-08 9.073E-08
0.000E+00
0.000E+00 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07
0.000E+00
0.000E+00 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07
0.000E+00
0.000E+00 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1 STABILITY CRITERIA --- M.O.C.
0 MAXIMUM FLUID VELOCITIES: X-VEL = 2.72E-08 Y-VEL = 1.51E-07
0 TMV (MAX. INJ.) = 0.12162E+12
TIMV (CELDIS) = 0.74374E+10
0 TIMV = 7.44E+09 NTIMV = 0 NMOV = 1
TIM (N) = 0.31558E+09
TIMEVELO = 0.31558E+09
TIMEDISP = 0.14131E+11
0 TIMV = 3.16E+08 NTIMD = 0 NMOV = 1
0 *TIME INCREMENT FOR SOLUTE TRANSPORT EQUALS TIME STEP FOR FLOW*
0 NO. OF PARTICLE MOVES REQUIRED TO COMPLETE THIS TIME STEP = 1
0 NP = 1458 IMOV = 1
TIM(N) = 0.31558E+09 TIMV = 0.31558E+09 SUMTCH = 0.37869E+10
1CONCENTRATION
NUMBER OF TIME STEPS = 2
DELTA T = 0.31558E+09
TIME(SECONDS) = 0.37869E+10
CHEM.TIME(SECONDS) = 0.37869E+10
CHEM.TIME(DAYS) = 0.43830E+05
TIME(YEARS) = 0.12000E+03
CHEM.TIME(YEARS) = 0.12000E+03
NO. MOVES COMPLETED = 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 13 13 13 13 13 13 13 13 13 0
0 0 20 20 20 20 20 20 20 20 20 0
0 0 44 44 44 44 44 44 44 44 44 0
0 0 150 150 150 150 150 150 150 150 150 0
0 0 431 431 431 431 431 431 431 431 431 0
0 0 1347 1347 1347 1347 1347 1347 1347 1347 1347 0
0 0 0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = -0.54125E+12
MASS PUMPED IN = 0.42185E+12
MASS PUMPED OUT = -0.28465E+00
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = -0.11940E+12
INITIAL MASS DISSOLVED = 0.31012E+13
PRESENT MASS DISSOLVED = 0.27460E+13
CHANGE MASS DISSOLVED = -0.35523E+12
CHANGE TOTL.MASS STORED= -0.35523E+12
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = 0.23583E+12
ERROR (AS PERCENT) = 0.55903E+02
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = -0.73225E+01
1GUADLUPE DELTA MODEL 20ROWS 11COLUMNS STEADY STATE
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 2
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 6 6
0 2.3 0.0 0.000
1 6.7 0.0 120.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 6 12
0 2.2 7.0 0.000
1 9.2 6.8 120.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 6 18
0 1.3 520.0 0.000
1 3.0 430.9 120.000
0
N = 3
NUMBER OF ITERATIONS = 0 (HEADS UNCHANGED)
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 3
TIME(SECONDS) = 0.41025E+10
TIME(DAYS) = 0.47482E+05
TIME(YEARS) = 0.13000E+03
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
0 0.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000
0 0.0000000
0 0.0000000 3.4677204 3.4670234 3.4664971 3.4675760 3.4713354 3.4766855 3.4820589 3.4862271 3.4884736
0 0.0000000
0 0.0000000 4.7513874 4.7478447 4.7432038 4.7427113 4.7529297 4.7675286 4.7813059 4.7914489 4.7967415
0 0.0000000
0 0.0000000 5.8580430 5.8455959 5.8237587 5.8054385 5.8378231 5.8746023 5.9037270 5.9229190 5.9323431
0 0.0000000
0 0.0000000 6.8097807 6.7808566 6.7096944 6.5564245 6.7259573 6.8148573 6.8649280 6.8928373 6.9055195
0 0.0000000
0 0.0000000 7.6474945 7.6351767 7.6135967 7.5956305 7.6284472 7.6656832 7.6952321 7.7147401 7.7243383
0 0.0000000
0 0.0000000 8.3299332 8.3266613 8.3225719 8.3228644 8.3340690 8.3497347 8.3645158 8.3754171 8.3811281
0 0.0000000
0 0.0000000 8.8346176 8.8343276 8.8346827 8.8371201 8.8426990 8.8501028 8.8574503 8.8631357 8.8662202
0 0.0000000
0 0.0000000 9.1541353 9.1545386 9.1556251 9.1576867 9.1608734 9.1647240 9.1685132 9.1714611 9.1730843
0 0.0000000
0 0.0000000 9.2867574 9.2871938 9.2881348 9.2895631 9.2914656 9.2936024 9.2956526 9.2972182 9.2980844
0 0.0000000
0 0.0000000 9.2324006 9.2327362 9.2334210 9.2343654 9.2355416 9.2368004 9.2379805 9.2388539 9.2393398
0 0.0000000
0 0.0000000 8.9672074 8.9674440 8.9679167 8.9685337 8.9692790 8.9700528 8.9707676 8.9712783 8.9715632
0 0.0000000
0 0.0000000 8.3901633 8.3903184 8.3906248 8.3910072 8.3914629 8.3919261 8.3923509 8.3926421 8.3928047
0 0.0000000
0 0.0000000 7.4698656 7.4699595 7.4701479 7.4703710 7.4706360 7.4709010 7.4711439 7.4713008 7.4713908
0 0.0000000
0 0.0000000 6.2705987 6.2706542 6.2707674 6.2708943 6.2710455 6.2711948 6.2713322 6.2714149 6.2714639
0 0.0000000
0 0.0000000 4.7924791 4.7925099 4.7925737 4.7926417 4.7927232 4.7928028 4.7928766 4.7929178 4.7929431
0 0.0000000
0 0.0000000 3.0355906 3.0356043 3.0356330 3.0356626 3.0356981 3.0357326 3.0357648 3.0357817 3.0357924
0 0.0000000
0 0.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000
0 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 3
TIME(SECONDS) = 0.41025E+10
TIME(DAYS) = 0.47482E+05
TIME(YEARS) = 0.13000E+03
0 0 0 0 0 0 0 0 0 0 0 0
0 0 2 2 2 2 2 2 2 2 2 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0 0
1DRAWDOWN
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 -1 -1 -1 -1 -1 -1 -1 -1 -1 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -4 -4 -4 -4 -4 -4 -4 -4 -4 0
0 -5 -4 -4 -4 -4 -5 -5 -5 -5 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -2 -2 -2 -2 -2 -2 -2 -2 -2 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 CUMULATIVE MASS BALANCE -- (IN FT**3)
RECHARGE AND INJECTION = -0.82261E+09
PUMPAGE AND E-T WITHDRAWAL = 0.80472E+07
CUMULATIVE NET PUMPAGE = -0.81457E+09
WATER RELEASE FROM STORAGE = 0.00000E+00
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.81458E+09
CUMULATIVE NET LEAKAGE = -0.81458E+09
0 MASS BALANCE RESIDUAL = -9806.9
ERROR (AS PERCENT) = -0.11922E-02
0 RATE MASS BALANCE -- (IN C.F.S.)
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.19211E+00
NET LEAKAGE (QNET) = -0.19211E+00
RECHARGE AND INJECTION = -0.20052E+00
PUMPAGE AND E-T WITHDRAWAL = 0.85000E-02
NET WITHDRAWAL (TPUM) = -0.19202E+00
1X VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 1.112E-19 1.951E-19 -8.815E-20 -7.716E-19 -1.453E-18 -1.710E-18 -1.522E-18 -1.023E-18 -3.583E-19
0.000E+00
0.000E+00 5.581E-11 9.795E-11 -4.425E-11 -3.874E-10 -7.294E-10 -8.587E-10 -7.640E-10 -5.136E-10 -1.799E-10
0.000E+00
0.000E+00 2.837E-10 6.553E-10 4.111E-10 -7.788E-10 -1.987E-09 -2.272E-09 -1.915E-09 -1.236E-09 -4.238E-10
0.000E+00
0.000E+00 9.967E-10 2.745E-09 3.216E-09 -1.126E-09 -5.538E-09 -5.277E-09 -3.869E-09 -2.291E-09 -7.546E-10
0.000E+00
0.000E+00 2.316E-09 8.014E-09 1.797E-08 -1.302E-09 -2.069E-08 -1.113E-08 -6.244E-09 -3.250E-09 -1.016E-09
0.000E+00
0.000E+00 9.863E-10 2.714E-09 3.167E-09 -1.189E-09 -5.609E-09 -5.348E-09 -3.928E-09 -2.331E-09 -7.686E-10
0.000E+00
0.000E+00 2.620E-10 5.894E-10 3.040E-10 -9.206E-10 -2.152E-09 -2.438E-09 -2.056E-09 -1.330E-09 -4.573E-10
0.000E+00
0.000E+00 2.322E-11 -5.212E-12 -2.236E-10 -6.419E-10 -1.040E-09 -1.181E-09 -1.044E-09 -7.022E-10 -2.470E-10
0.000E+00
0.000E+00 -3.230E-11 -1.193E-10 -2.521E-10 -4.202E-10 -5.635E-10 -6.117E-10 -5.395E-10 -3.660E-10 -1.300E-10
0.000E+00
0.000E+00 -3.494E-11 -1.103E-10 -1.897E-10 -2.667E-10 -3.234E-10 -3.353E-10 -2.895E-10 -1.947E-10 -6.936E-11
0.000E+00
0.000E+00 -2.687E-11 -8.170E-11 -1.305E-10 -1.698E-10 -1.950E-10 -1.953E-10 -1.644E-10 -1.088E-10 -3.891E-11
0.000E+00
0.000E+00 -1.579E-11 -4.733E-11 -7.271E-11 -9.090E-11 -1.014E-10 -9.933E-11 -8.178E-11 -5.309E-11 -1.901E-11
0.000E+00
0.000E+00 -8.283E-12 -2.464E-11 -3.677E-11 -4.474E-11 -4.905E-11 -4.740E-11 -3.822E-11 -2.422E-11 -8.679E-12
0.000E+00
0.000E+00 -5.012E-12 -1.507E-11 -2.197E-11 -2.605E-11 -2.829E-11 -2.712E-11 -2.134E-11 -1.318E-11 -4.804E-12
0.000E+00
0.000E+00 -2.962E-12 -9.002E-12 -1.282E-11 -1.485E-11 -1.604E-11 -1.530E-11 -1.175E-11 -7.029E-12 -2.613E-12
0.000E+00
0.000E+00 -1.644E-12 -5.049E-12 -7.035E-12 -7.980E-12 -8.601E-12 -8.189E-12 -6.141E-12 -3.551E-12 -1.348E-12
0.000E+00
0.000E+00 -7.328E-13 -2.266E-12 -3.110E-12 -3.474E-12 -3.740E-12 -3.558E-12 -2.620E-12 -1.474E-12 -5.688E-13
0.000E+00
0.000E+00 -9.720E-22 -3.011E-21 -4.125E-21 -4.611E-21 -4.966E-21 -4.729E-21 -3.485E-21 -1.956E-21 -7.586E-22
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1Y VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 -7.458E-08 -7.454E-08 -7.452E-08 -7.457E-08 -7.476E-08 -7.503E-08 -7.531E-08 -7.552E-08 -7.563E-08
0.000E+00
0.000E+00 -1.398E-07 -1.396E-07 -1.394E-07 -1.394E-07 -1.399E-07 -1.406E-07 -1.413E-07 -1.418E-07 -1.421E-07
0.000E+00
0.000E+00 -1.215E-07 -1.209E-07 -1.198E-07 -1.188E-07 -1.202E-07 -1.218E-07 -1.231E-07 -1.238E-07 -1.242E-07
0.000E+00
0.000E+00 -1.046E-07 -1.033E-07 -9.992E-08 -9.216E-08 -1.003E-07 -1.040E-07 -1.059E-07 -1.068E-07 -1.072E-07
0.000E+00
0.000E+00 -9.093E-08 -9.093E-08 -9.095E-08 -9.097E-08 -9.099E-08 -9.101E-08 -9.103E-08 -9.105E-08 -9.106E-08
0.000E+00
0.000E+00 -7.724E-08 -7.855E-08 -8.196E-08 -8.976E-08 -8.171E-08 -7.799E-08 -7.620E-08 -7.533E-08 -7.498E-08
0.000E+00
0.000E+00 -6.032E-08 -6.093E-08 -6.205E-08 -6.308E-08 -6.170E-08 -6.018E-08 -5.906E-08 -5.835E-08 -5.802E-08
0.000E+00
0.000E+00 -4.188E-08 -4.207E-08 -4.233E-08 -4.242E-08 -4.201E-08 -4.141E-08 -4.085E-08 -4.045E-08 -4.024E-08
0.000E+00
0.000E+00 -2.297E-08 -2.301E-08 -2.304E-08 -2.299E-08 -2.280E-08 -2.254E-08 -2.227E-08 -2.206E-08 -2.194E-08
0.000E+00
0.000E+00 -3.977E-09 -3.973E-09 -3.953E-09 -3.896E-09 -3.794E-09 -3.662E-09 -3.530E-09 -3.424E-09 -3.367E-09
0.000E+00
0.000E+00 1.501E-08 1.502E-08 1.504E-08 1.508E-08 1.514E-08 1.521E-08 1.527E-08 1.533E-08 1.535E-08
0.000E+00
0.000E+00 3.397E-08 3.398E-08 3.399E-08 3.402E-08 3.405E-08 3.408E-08 3.411E-08 3.414E-08 3.415E-08
0.000E+00
0.000E+00 5.289E-08 5.290E-08 5.291E-08 5.292E-08 5.294E-08 5.296E-08 5.298E-08 5.299E-08 5.300E-08
0.000E+00
0.000E+00 7.180E-08 7.180E-08 7.181E-08 7.182E-08 7.183E-08 7.184E-08 7.185E-08 7.186E-08 7.186E-08
0.000E+00
0.000E+00 9.070E-08 9.070E-08 9.070E-08 9.071E-08 9.072E-08 9.072E-08 9.073E-08 9.073E-08 9.073E-08
0.000E+00
0.000E+00 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07
0.000E+00
0.000E+00 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07
0.000E+00
0.000E+00 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1 STABILITY CRITERIA --- M.O.C.
0 MAXIMUM FLUID VELOCITIES: X-VEL = 2.72E-08 Y-VEL = 1.51E-07
0 TMV (MAX. INJ.) = 0.12162E+12
TIMV (CELDIS) = 0.74374E+10
0 TIMV = 7.44E+09 NTIMV = 0 NMOV = 1
TIM (N) = 0.31558E+09
TIMEVELO = 0.31558E+09
TIMEDISP = 0.14131E+11
0 TIMV = 3.16E+08 NTIMD = 0 NMOV = 1
0 *TIME INCREMENT FOR SOLUTE TRANSPORT EQUALS TIME STEP FOR FLOW*
0 NO. OF PARTICLE MOVES REQUIRED TO COMPLETE THIS TIME STEP = 1
0 NP = 1458 IMOV = 1
TIM(N) = 0.31558E+09 TIMV = 0.31558E+09 SUMTCH = 0.41025E+10
1CONCENTRATION
NUMBER OF TIME STEPS = 3
DELTA T = 0.31558E+09
TIME(SECONDS) = 0.41025E+10
CHEM.TIME(SECONDS) = 0.41025E+10
CHEM.TIME(DAYS) = 0.47482E+05
TIME(YEARS) = 0.13000E+03
CHEM.TIME(YEARS) = 0.13000E+03
NO. MOVES COMPLETED = 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 13 13 13 13 13 13 13 13 13 0
0 0 20 20 20 20 20 20 20 20 20 0
0 0 44 44 44 44 44 44 44 44 44 0
0 0 115 115 115 115 115 115 115 115 115 0
0 0 435 435 435 435 435 435 435 435 435 0
0 0 1362 1362 1362 1362 1362 1362 1362 1362 1362 0
0 0 0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = -0.58102E+12
MASS PUMPED IN = 0.45701E+12
MASS PUMPED OUT = -0.52906E+00
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = -0.12401E+12
INITIAL MASS DISSOLVED = 0.31012E+13
PRESENT MASS DISSOLVED = 0.27263E+13
CHANGE MASS DISSOLVED = -0.37496E+12
CHANGE TOTL.MASS STORED= -0.37496E+12
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = 0.25094E+12
ERROR (AS PERCENT) = 0.54910E+02
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = -0.77807E+01
1GUADLUPE DELTA MODEL 20ROWS 11COLUMNS STEADY STATE
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 2
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 6 6
0 2.3 0.0 0.000
1 6.7 0.0 130.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 6 12
0 2.2 7.0 0.000
1 9.2 6.8 130.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 6 18
0 1.3 520.0 0.000
1 3.0 435.2 130.000
0
N = 4
NUMBER OF ITERATIONS = 0 (HEADS UNCHANGED)
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 4
TIME(SECONDS) = 0.44181E+10
TIME(DAYS) = 0.51135E+05
TIME(YEARS) = 0.14000E+03
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
0 0.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000
0 0.0000000
0 0.0000000 3.4677204 3.4670234 3.4664971 3.4675760 3.4713354 3.4766855 3.4820589 3.4862271 3.4884736
0 0.0000000
0 0.0000000 4.7513874 4.7478447 4.7432038 4.7427113 4.7529297 4.7675286 4.7813059 4.7914489 4.7967415
0 0.0000000
0 0.0000000 5.8580430 5.8455959 5.8237587 5.8054385 5.8378231 5.8746023 5.9037270 5.9229190 5.9323431
0 0.0000000
0 0.0000000 6.8097807 6.7808566 6.7096944 6.5564245 6.7259573 6.8148573 6.8649280 6.8928373 6.9055195
0 0.0000000
0 0.0000000 7.6474945 7.6351767 7.6135967 7.5956305 7.6284472 7.6656832 7.6952321 7.7147401 7.7243383
0 0.0000000
0 0.0000000 8.3299332 8.3266613 8.3225719 8.3228644 8.3340690 8.3497347 8.3645158 8.3754171 8.3811281
0 0.0000000
0 0.0000000 8.8346176 8.8343276 8.8346827 8.8371201 8.8426990 8.8501028 8.8574503 8.8631357 8.8662202
0 0.0000000
0 0.0000000 9.1541353 9.1545386 9.1556251 9.1576867 9.1608734 9.1647240 9.1685132 9.1714611 9.1730843
0 0.0000000
0 0.0000000 9.2867574 9.2871938 9.2881348 9.2895631 9.2914656 9.2936024 9.2956526 9.2972182 9.2980844
0 0.0000000
0 0.0000000 9.2324006 9.2327362 9.2334210 9.2343654 9.2355416 9.2368004 9.2379805 9.2388539 9.2393398
0 0.0000000
0 0.0000000 8.9672074 8.9674440 8.9679167 8.9685337 8.9692790 8.9700528 8.9707676 8.9712783 8.9715632
0 0.0000000
0 0.0000000 8.3901633 8.3903184 8.3906248 8.3910072 8.3914629 8.3919261 8.3923509 8.3926421 8.3928047
0 0.0000000
0 0.0000000 7.4698656 7.4699595 7.4701479 7.4703710 7.4706360 7.4709010 7.4711439 7.4713008 7.4713908
0 0.0000000
0 0.0000000 6.2705987 6.2706542 6.2707674 6.2708943 6.2710455 6.2711948 6.2713322 6.2714149 6.2714639
0 0.0000000
0 0.0000000 4.7924791 4.7925099 4.7925737 4.7926417 4.7927232 4.7928028 4.7928766 4.7929178 4.7929431
0 0.0000000
0 0.0000000 3.0355906 3.0356043 3.0356330 3.0356626 3.0356981 3.0357326 3.0357648 3.0357817 3.0357924
0 0.0000000
0 0.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000
0 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 4
TIME(SECONDS) = 0.44181E+10
TIME(DAYS) = 0.51135E+05
TIME(YEARS) = 0.14000E+03
0 0 0 0 0 0 0 0 0 0 0 0
0 0 2 2 2 2 2 2 2 2 2 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0 0
1DRAWDOWN
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 -1 -1 -1 -1 -1 -1 -1 -1 -1 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -4 -4 -4 -4 -4 -4 -4 -4 -4 0
0 -5 -4 -4 -4 -4 -5 -5 -5 -5 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -2 -2 -2 -2 -2 -2 -2 -2 -2 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 CUMULATIVE MASS BALANCE -- (IN FT**3)
RECHARGE AND INJECTION = -0.88589E+09
PUMPAGE AND E-T WITHDRAWAL = 0.10730E+08
CUMULATIVE NET PUMPAGE = -0.87516E+09
WATER RELEASE FROM STORAGE = 0.00000E+00
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.87520E+09
CUMULATIVE NET LEAKAGE = -0.87520E+09
0 MASS BALANCE RESIDUAL = -38751.
ERROR (AS PERCENT) = -0.43741E-02
0 RATE MASS BALANCE -- (IN C.F.S.)
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.19211E+00
NET LEAKAGE (QNET) = -0.19211E+00
RECHARGE AND INJECTION = -0.20052E+00
PUMPAGE AND E-T WITHDRAWAL = 0.85000E-02
NET WITHDRAWAL (TPUM) = -0.19202E+00
1X VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 1.112E-19 1.951E-19 -8.815E-20 -7.716E-19 -1.453E-18 -1.710E-18 -1.522E-18 -1.023E-18 -3.583E-19
0.000E+00
0.000E+00 5.581E-11 9.795E-11 -4.425E-11 -3.874E-10 -7.294E-10 -8.587E-10 -7.640E-10 -5.136E-10 -1.799E-10
0.000E+00
0.000E+00 2.837E-10 6.553E-10 4.111E-10 -7.788E-10 -1.987E-09 -2.272E-09 -1.915E-09 -1.236E-09 -4.238E-10
0.000E+00
0.000E+00 9.967E-10 2.745E-09 3.216E-09 -1.126E-09 -5.538E-09 -5.277E-09 -3.869E-09 -2.291E-09 -7.546E-10
0.000E+00
0.000E+00 2.316E-09 8.014E-09 1.797E-08 -1.302E-09 -2.069E-08 -1.113E-08 -6.244E-09 -3.250E-09 -1.016E-09
0.000E+00
0.000E+00 9.863E-10 2.714E-09 3.167E-09 -1.189E-09 -5.609E-09 -5.348E-09 -3.928E-09 -2.331E-09 -7.686E-10
0.000E+00
0.000E+00 2.620E-10 5.894E-10 3.040E-10 -9.206E-10 -2.152E-09 -2.438E-09 -2.056E-09 -1.330E-09 -4.573E-10
0.000E+00
0.000E+00 2.322E-11 -5.212E-12 -2.236E-10 -6.419E-10 -1.040E-09 -1.181E-09 -1.044E-09 -7.022E-10 -2.470E-10
0.000E+00
0.000E+00 -3.230E-11 -1.193E-10 -2.521E-10 -4.202E-10 -5.635E-10 -6.117E-10 -5.395E-10 -3.660E-10 -1.300E-10
0.000E+00
0.000E+00 -3.494E-11 -1.103E-10 -1.897E-10 -2.667E-10 -3.234E-10 -3.353E-10 -2.895E-10 -1.947E-10 -6.936E-11
0.000E+00
0.000E+00 -2.687E-11 -8.170E-11 -1.305E-10 -1.698E-10 -1.950E-10 -1.953E-10 -1.644E-10 -1.088E-10 -3.891E-11
0.000E+00
0.000E+00 -1.579E-11 -4.733E-11 -7.271E-11 -9.090E-11 -1.014E-10 -9.933E-11 -8.178E-11 -5.309E-11 -1.901E-11
0.000E+00
0.000E+00 -8.283E-12 -2.464E-11 -3.677E-11 -4.474E-11 -4.905E-11 -4.740E-11 -3.822E-11 -2.422E-11 -8.679E-12
0.000E+00
0.000E+00 -5.012E-12 -1.507E-11 -2.197E-11 -2.605E-11 -2.829E-11 -2.712E-11 -2.134E-11 -1.318E-11 -4.804E-12
0.000E+00
0.000E+00 -2.962E-12 -9.002E-12 -1.282E-11 -1.485E-11 -1.604E-11 -1.530E-11 -1.175E-11 -7.029E-12 -2.613E-12
0.000E+00
0.000E+00 -1.644E-12 -5.049E-12 -7.035E-12 -7.980E-12 -8.601E-12 -8.189E-12 -6.141E-12 -3.551E-12 -1.348E-12
0.000E+00
0.000E+00 -7.328E-13 -2.266E-12 -3.110E-12 -3.474E-12 -3.740E-12 -3.558E-12 -2.620E-12 -1.474E-12 -5.688E-13
0.000E+00
0.000E+00 -9.720E-22 -3.011E-21 -4.125E-21 -4.611E-21 -4.966E-21 -4.729E-21 -3.485E-21 -1.956E-21 -7.586E-22
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1Y VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 -7.458E-08 -7.454E-08 -7.452E-08 -7.457E-08 -7.476E-08 -7.503E-08 -7.531E-08 -7.552E-08 -7.563E-08
0.000E+00
0.000E+00 -1.398E-07 -1.396E-07 -1.394E-07 -1.394E-07 -1.399E-07 -1.406E-07 -1.413E-07 -1.418E-07 -1.421E-07
0.000E+00
0.000E+00 -1.215E-07 -1.209E-07 -1.198E-07 -1.188E-07 -1.202E-07 -1.218E-07 -1.231E-07 -1.238E-07 -1.242E-07
0.000E+00
0.000E+00 -1.046E-07 -1.033E-07 -9.992E-08 -9.216E-08 -1.003E-07 -1.040E-07 -1.059E-07 -1.068E-07 -1.072E-07
0.000E+00
0.000E+00 -9.093E-08 -9.093E-08 -9.095E-08 -9.097E-08 -9.099E-08 -9.101E-08 -9.103E-08 -9.105E-08 -9.106E-08
0.000E+00
0.000E+00 -7.724E-08 -7.855E-08 -8.196E-08 -8.976E-08 -8.171E-08 -7.799E-08 -7.620E-08 -7.533E-08 -7.498E-08
0.000E+00
0.000E+00 -6.032E-08 -6.093E-08 -6.205E-08 -6.308E-08 -6.170E-08 -6.018E-08 -5.906E-08 -5.835E-08 -5.802E-08
0.000E+00
0.000E+00 -4.188E-08 -4.207E-08 -4.233E-08 -4.242E-08 -4.201E-08 -4.141E-08 -4.085E-08 -4.045E-08 -4.024E-08
0.000E+00
0.000E+00 -2.297E-08 -2.301E-08 -2.304E-08 -2.299E-08 -2.280E-08 -2.254E-08 -2.227E-08 -2.206E-08 -2.194E-08
0.000E+00
0.000E+00 -3.977E-09 -3.973E-09 -3.953E-09 -3.896E-09 -3.794E-09 -3.662E-09 -3.530E-09 -3.424E-09 -3.367E-09
0.000E+00
0.000E+00 1.501E-08 1.502E-08 1.504E-08 1.508E-08 1.514E-08 1.521E-08 1.527E-08 1.533E-08 1.535E-08
0.000E+00
0.000E+00 3.397E-08 3.398E-08 3.399E-08 3.402E-08 3.405E-08 3.408E-08 3.411E-08 3.414E-08 3.415E-08
0.000E+00
0.000E+00 5.289E-08 5.290E-08 5.291E-08 5.292E-08 5.294E-08 5.296E-08 5.298E-08 5.299E-08 5.300E-08
0.000E+00
0.000E+00 7.180E-08 7.180E-08 7.181E-08 7.182E-08 7.183E-08 7.184E-08 7.185E-08 7.186E-08 7.186E-08
0.000E+00
0.000E+00 9.070E-08 9.070E-08 9.070E-08 9.071E-08 9.072E-08 9.072E-08 9.073E-08 9.073E-08 9.073E-08
0.000E+00
0.000E+00 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07
0.000E+00
0.000E+00 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07
0.000E+00
0.000E+00 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1 STABILITY CRITERIA --- M.O.C.
0 MAXIMUM FLUID VELOCITIES: X-VEL = 2.72E-08 Y-VEL = 1.51E-07
0 TMV (MAX. INJ.) = 0.12162E+12
TIMV (CELDIS) = 0.74374E+10
0 TIMV = 7.44E+09 NTIMV = 0 NMOV = 1
TIM (N) = 0.31558E+09
TIMEVELO = 0.31558E+09
TIMEDISP = 0.14131E+11
0 TIMV = 3.16E+08 NTIMD = 0 NMOV = 1
0 *TIME INCREMENT FOR SOLUTE TRANSPORT EQUALS TIME STEP FOR FLOW*
0 NO. OF PARTICLE MOVES REQUIRED TO COMPLETE THIS TIME STEP = 1
0 NP = 1458 IMOV = 1
TIM(N) = 0.31558E+09 TIMV = 0.31558E+09 SUMTCH = 0.44181E+10
1CONCENTRATION
NUMBER OF TIME STEPS = 4
DELTA T = 0.31558E+09
TIME(SECONDS) = 0.44181E+10
CHEM.TIME(SECONDS) = 0.44181E+10
CHEM.TIME(DAYS) = 0.51135E+05
TIME(YEARS) = 0.14000E+03
CHEM.TIME(YEARS) = 0.14000E+03
NO. MOVES COMPLETED = 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 13 13 13 13 13 13 13 13 13 0
0 0 20 20 20 20 20 20 20 20 20 0
0 0 44 44 44 44 44 44 44 44 44 0
0 0 117 117 117 117 117 117 117 117 117 0
0 0 439 439 439 439 439 439 439 439 439 0
0 0 1377 1377 1377 1377 1377 1377 1377 1377 1377 0
0 0 0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = -0.62123E+12
MASS PUMPED IN = 0.49216E+12
MASS PUMPED OUT = -0.43727E+01
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = -0.12906E+12
INITIAL MASS DISSOLVED = 0.31012E+13
PRESENT MASS DISSOLVED = 0.27543E+13
CHANGE MASS DISSOLVED = -0.34688E+12
CHANGE TOTL.MASS STORED= -0.34688E+12
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = 0.21781E+12
ERROR (AS PERCENT) = 0.44257E+02
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = -0.67429E+01
1GUADLUPE DELTA MODEL 20ROWS 11COLUMNS STEADY STATE
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 2
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 6 6
0 2.3 0.0 0.000
1 6.7 0.0 140.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 6 12
0 2.2 7.0 0.000
1 9.2 6.8 140.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 6 18
0 1.3 520.0 0.000
1 3.0 439.5 140.000
0
N = 5
NUMBER OF ITERATIONS = 0 (HEADS UNCHANGED)
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 5
TIME(SECONDS) = 0.47336E+10
TIME(DAYS) = 0.54788E+05
TIME(YEARS) = 0.15000E+03
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
0 0.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000
0 0.0000000
0 0.0000000 3.4677204 3.4670234 3.4664971 3.4675760 3.4713354 3.4766855 3.4820589 3.4862271 3.4884736
0 0.0000000
0 0.0000000 4.7513874 4.7478447 4.7432038 4.7427113 4.7529297 4.7675286 4.7813059 4.7914489 4.7967415
0 0.0000000
0 0.0000000 5.8580430 5.8455959 5.8237587 5.8054385 5.8378231 5.8746023 5.9037270 5.9229190 5.9323431
0 0.0000000
0 0.0000000 6.8097807 6.7808566 6.7096944 6.5564245 6.7259573 6.8148573 6.8649280 6.8928373 6.9055195
0 0.0000000
0 0.0000000 7.6474945 7.6351767 7.6135967 7.5956305 7.6284472 7.6656832 7.6952321 7.7147401 7.7243383
0 0.0000000
0 0.0000000 8.3299332 8.3266613 8.3225719 8.3228644 8.3340690 8.3497347 8.3645158 8.3754171 8.3811281
0 0.0000000
0 0.0000000 8.8346176 8.8343276 8.8346827 8.8371201 8.8426990 8.8501028 8.8574503 8.8631357 8.8662202
0 0.0000000
0 0.0000000 9.1541353 9.1545386 9.1556251 9.1576867 9.1608734 9.1647240 9.1685132 9.1714611 9.1730843
0 0.0000000
0 0.0000000 9.2867574 9.2871938 9.2881348 9.2895631 9.2914656 9.2936024 9.2956526 9.2972182 9.2980844
0 0.0000000
0 0.0000000 9.2324006 9.2327362 9.2334210 9.2343654 9.2355416 9.2368004 9.2379805 9.2388539 9.2393398
0 0.0000000
0 0.0000000 8.9672074 8.9674440 8.9679167 8.9685337 8.9692790 8.9700528 8.9707676 8.9712783 8.9715632
0 0.0000000
0 0.0000000 8.3901633 8.3903184 8.3906248 8.3910072 8.3914629 8.3919261 8.3923509 8.3926421 8.3928047
0 0.0000000
0 0.0000000 7.4698656 7.4699595 7.4701479 7.4703710 7.4706360 7.4709010 7.4711439 7.4713008 7.4713908
0 0.0000000
0 0.0000000 6.2705987 6.2706542 6.2707674 6.2708943 6.2710455 6.2711948 6.2713322 6.2714149 6.2714639
0 0.0000000
0 0.0000000 4.7924791 4.7925099 4.7925737 4.7926417 4.7927232 4.7928028 4.7928766 4.7929178 4.7929431
0 0.0000000
0 0.0000000 3.0355906 3.0356043 3.0356330 3.0356626 3.0356981 3.0357326 3.0357648 3.0357817 3.0357924
0 0.0000000
0 0.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000
0 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 5
TIME(SECONDS) = 0.47336E+10
TIME(DAYS) = 0.54788E+05
TIME(YEARS) = 0.15000E+03
0 0 0 0 0 0 0 0 0 0 0 0
0 0 2 2 2 2 2 2 2 2 2 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0 0
1DRAWDOWN
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 -1 -1 -1 -1 -1 -1 -1 -1 -1 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -4 -4 -4 -4 -4 -4 -4 -4 -4 0
0 -5 -4 -4 -4 -4 -5 -5 -5 -5 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -2 -2 -2 -2 -2 -2 -2 -2 -2 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 CUMULATIVE MASS BALANCE -- (IN FT**3)
RECHARGE AND INJECTION = -0.94917E+09
PUMPAGE AND E-T WITHDRAWAL = 0.13412E+08
CUMULATIVE NET PUMPAGE = -0.93576E+09
WATER RELEASE FROM STORAGE = 0.00000E+00
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.93582E+09
CUMULATIVE NET LEAKAGE = -0.93582E+09
0 MASS BALANCE RESIDUAL = -67694.
ERROR (AS PERCENT) = -0.71317E-02
0 RATE MASS BALANCE -- (IN C.F.S.)
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.19211E+00
NET LEAKAGE (QNET) = -0.19211E+00
RECHARGE AND INJECTION = -0.20052E+00
PUMPAGE AND E-T WITHDRAWAL = 0.85000E-02
NET WITHDRAWAL (TPUM) = -0.19202E+00
1X VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 1.112E-19 1.951E-19 -8.815E-20 -7.716E-19 -1.453E-18 -1.710E-18 -1.522E-18 -1.023E-18 -3.583E-19
0.000E+00
0.000E+00 5.581E-11 9.795E-11 -4.425E-11 -3.874E-10 -7.294E-10 -8.587E-10 -7.640E-10 -5.136E-10 -1.799E-10
0.000E+00
0.000E+00 2.837E-10 6.553E-10 4.111E-10 -7.788E-10 -1.987E-09 -2.272E-09 -1.915E-09 -1.236E-09 -4.238E-10
0.000E+00
0.000E+00 9.967E-10 2.745E-09 3.216E-09 -1.126E-09 -5.538E-09 -5.277E-09 -3.869E-09 -2.291E-09 -7.546E-10
0.000E+00
0.000E+00 2.316E-09 8.014E-09 1.797E-08 -1.302E-09 -2.069E-08 -1.113E-08 -6.244E-09 -3.250E-09 -1.016E-09
0.000E+00
0.000E+00 9.863E-10 2.714E-09 3.167E-09 -1.189E-09 -5.609E-09 -5.348E-09 -3.928E-09 -2.331E-09 -7.686E-10
0.000E+00
0.000E+00 2.620E-10 5.894E-10 3.040E-10 -9.206E-10 -2.152E-09 -2.438E-09 -2.056E-09 -1.330E-09 -4.573E-10
0.000E+00
0.000E+00 2.322E-11 -5.212E-12 -2.236E-10 -6.419E-10 -1.040E-09 -1.181E-09 -1.044E-09 -7.022E-10 -2.470E-10
0.000E+00
0.000E+00 -3.230E-11 -1.193E-10 -2.521E-10 -4.202E-10 -5.635E-10 -6.117E-10 -5.395E-10 -3.660E-10 -1.300E-10
0.000E+00
0.000E+00 -3.494E-11 -1.103E-10 -1.897E-10 -2.667E-10 -3.234E-10 -3.353E-10 -2.895E-10 -1.947E-10 -6.936E-11
0.000E+00
0.000E+00 -2.687E-11 -8.170E-11 -1.305E-10 -1.698E-10 -1.950E-10 -1.953E-10 -1.644E-10 -1.088E-10 -3.891E-11
0.000E+00
0.000E+00 -1.579E-11 -4.733E-11 -7.271E-11 -9.090E-11 -1.014E-10 -9.933E-11 -8.178E-11 -5.309E-11 -1.901E-11
0.000E+00
0.000E+00 -8.283E-12 -2.464E-11 -3.677E-11 -4.474E-11 -4.905E-11 -4.740E-11 -3.822E-11 -2.422E-11 -8.679E-12
0.000E+00
0.000E+00 -5.012E-12 -1.507E-11 -2.197E-11 -2.605E-11 -2.829E-11 -2.712E-11 -2.134E-11 -1.318E-11 -4.804E-12
0.000E+00
0.000E+00 -2.962E-12 -9.002E-12 -1.282E-11 -1.485E-11 -1.604E-11 -1.530E-11 -1.175E-11 -7.029E-12 -2.613E-12
0.000E+00
0.000E+00 -1.644E-12 -5.049E-12 -7.035E-12 -7.980E-12 -8.601E-12 -8.189E-12 -6.141E-12 -3.551E-12 -1.348E-12
0.000E+00
0.000E+00 -7.328E-13 -2.266E-12 -3.110E-12 -3.474E-12 -3.740E-12 -3.558E-12 -2.620E-12 -1.474E-12 -5.688E-13
0.000E+00
0.000E+00 -9.720E-22 -3.011E-21 -4.125E-21 -4.611E-21 -4.966E-21 -4.729E-21 -3.485E-21 -1.956E-21 -7.586E-22
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1Y VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 -7.458E-08 -7.454E-08 -7.452E-08 -7.457E-08 -7.476E-08 -7.503E-08 -7.531E-08 -7.552E-08 -7.563E-08
0.000E+00
0.000E+00 -1.398E-07 -1.396E-07 -1.394E-07 -1.394E-07 -1.399E-07 -1.406E-07 -1.413E-07 -1.418E-07 -1.421E-07
0.000E+00
0.000E+00 -1.215E-07 -1.209E-07 -1.198E-07 -1.188E-07 -1.202E-07 -1.218E-07 -1.231E-07 -1.238E-07 -1.242E-07
0.000E+00
0.000E+00 -1.046E-07 -1.033E-07 -9.992E-08 -9.216E-08 -1.003E-07 -1.040E-07 -1.059E-07 -1.068E-07 -1.072E-07
0.000E+00
0.000E+00 -9.093E-08 -9.093E-08 -9.095E-08 -9.097E-08 -9.099E-08 -9.101E-08 -9.103E-08 -9.105E-08 -9.106E-08
0.000E+00
0.000E+00 -7.724E-08 -7.855E-08 -8.196E-08 -8.976E-08 -8.171E-08 -7.799E-08 -7.620E-08 -7.533E-08 -7.498E-08
0.000E+00
0.000E+00 -6.032E-08 -6.093E-08 -6.205E-08 -6.308E-08 -6.170E-08 -6.018E-08 -5.906E-08 -5.835E-08 -5.802E-08
0.000E+00
0.000E+00 -4.188E-08 -4.207E-08 -4.233E-08 -4.242E-08 -4.201E-08 -4.141E-08 -4.085E-08 -4.045E-08 -4.024E-08
0.000E+00
0.000E+00 -2.297E-08 -2.301E-08 -2.304E-08 -2.299E-08 -2.280E-08 -2.254E-08 -2.227E-08 -2.206E-08 -2.194E-08
0.000E+00
0.000E+00 -3.977E-09 -3.973E-09 -3.953E-09 -3.896E-09 -3.794E-09 -3.662E-09 -3.530E-09 -3.424E-09 -3.367E-09
0.000E+00
0.000E+00 1.501E-08 1.502E-08 1.504E-08 1.508E-08 1.514E-08 1.521E-08 1.527E-08 1.533E-08 1.535E-08
0.000E+00
0.000E+00 3.397E-08 3.398E-08 3.399E-08 3.402E-08 3.405E-08 3.408E-08 3.411E-08 3.414E-08 3.415E-08
0.000E+00
0.000E+00 5.289E-08 5.290E-08 5.291E-08 5.292E-08 5.294E-08 5.296E-08 5.298E-08 5.299E-08 5.300E-08
0.000E+00
0.000E+00 7.180E-08 7.180E-08 7.181E-08 7.182E-08 7.183E-08 7.184E-08 7.185E-08 7.186E-08 7.186E-08
0.000E+00
0.000E+00 9.070E-08 9.070E-08 9.070E-08 9.071E-08 9.072E-08 9.072E-08 9.073E-08 9.073E-08 9.073E-08
0.000E+00
0.000E+00 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07
0.000E+00
0.000E+00 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07
0.000E+00
0.000E+00 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1 STABILITY CRITERIA --- M.O.C.
0 MAXIMUM FLUID VELOCITIES: X-VEL = 2.72E-08 Y-VEL = 1.51E-07
0 TMV (MAX. INJ.) = 0.12162E+12
TIMV (CELDIS) = 0.74374E+10
0 TIMV = 7.44E+09 NTIMV = 0 NMOV = 1
TIM (N) = 0.31558E+09
TIMEVELO = 0.31558E+09
TIMEDISP = 0.14131E+11
0 TIMV = 3.16E+08 NTIMD = 0 NMOV = 1
0 *TIME INCREMENT FOR SOLUTE TRANSPORT EQUALS TIME STEP FOR FLOW*
0 NO. OF PARTICLE MOVES REQUIRED TO COMPLETE THIS TIME STEP = 1
0 NP = 1458 IMOV = 1
TIM(N) = 0.31558E+09 TIMV = 0.31558E+09 SUMTCH = 0.47336E+10
1CONCENTRATION
NUMBER OF TIME STEPS = 5
DELTA T = 0.31558E+09
TIME(SECONDS) = 0.47336E+10
CHEM.TIME(SECONDS) = 0.47336E+10
CHEM.TIME(DAYS) = 0.54787E+05
TIME(YEARS) = 0.15000E+03
CHEM.TIME(YEARS) = 0.15000E+03
NO. MOVES COMPLETED = 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 13 13 13 13 13 13 13 13 13 0
0 0 20 20 20 20 20 20 20 20 20 0
0 0 36 36 36 36 36 36 36 36 36 0
0 0 119 119 119 119 119 119 119 119 119 0
0 0 444 444 444 444 444 444 444 444 444 0
0 0 1392 1392 1392 1392 1392 1392 1392 1392 1392 0
0 0 0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = -0.66186E+12
MASS PUMPED IN = 0.52732E+12
MASS PUMPED OUT = -0.10091E+02
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = -0.13454E+12
INITIAL MASS DISSOLVED = 0.31012E+13
PRESENT MASS DISSOLVED = 0.27716E+13
CHANGE MASS DISSOLVED = -0.32958E+12
CHANGE TOTL.MASS STORED= -0.32958E+12
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = 0.19504E+12
ERROR (AS PERCENT) = 0.36987E+02
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = -0.60276E+01
1GUADLUPE DELTA MODEL 20ROWS 11COLUMNS STEADY STATE
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 2
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 6 6
0 2.3 0.0 0.000
1 6.7 0.0 150.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 6 12
0 2.2 7.0 0.000
1 9.2 6.8 150.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 6 18
0 1.3 520.0 0.000
1 3.0 443.8 150.000
0
N = 6
NUMBER OF ITERATIONS = 0 (HEADS UNCHANGED)
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 6
TIME(SECONDS) = 0.50492E+10
TIME(DAYS) = 0.58440E+05
TIME(YEARS) = 0.16000E+03
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
0 0.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000
0 0.0000000
0 0.0000000 3.4677204 3.4670234 3.4664971 3.4675760 3.4713354 3.4766855 3.4820589 3.4862271 3.4884736
0 0.0000000
0 0.0000000 4.7513874 4.7478447 4.7432038 4.7427113 4.7529297 4.7675286 4.7813059 4.7914489 4.7967415
0 0.0000000
0 0.0000000 5.8580430 5.8455959 5.8237587 5.8054385 5.8378231 5.8746023 5.9037270 5.9229190 5.9323431
0 0.0000000
0 0.0000000 6.8097807 6.7808566 6.7096944 6.5564245 6.7259573 6.8148573 6.8649280 6.8928373 6.9055195
0 0.0000000
0 0.0000000 7.6474945 7.6351767 7.6135967 7.5956305 7.6284472 7.6656832 7.6952321 7.7147401 7.7243383
0 0.0000000
0 0.0000000 8.3299332 8.3266613 8.3225719 8.3228644 8.3340690 8.3497347 8.3645158 8.3754171 8.3811281
0 0.0000000
0 0.0000000 8.8346176 8.8343276 8.8346827 8.8371201 8.8426990 8.8501028 8.8574503 8.8631357 8.8662202
0 0.0000000
0 0.0000000 9.1541353 9.1545386 9.1556251 9.1576867 9.1608734 9.1647240 9.1685132 9.1714611 9.1730843
0 0.0000000
0 0.0000000 9.2867574 9.2871938 9.2881348 9.2895631 9.2914656 9.2936024 9.2956526 9.2972182 9.2980844
0 0.0000000
0 0.0000000 9.2324006 9.2327362 9.2334210 9.2343654 9.2355416 9.2368004 9.2379805 9.2388539 9.2393398
0 0.0000000
0 0.0000000 8.9672074 8.9674440 8.9679167 8.9685337 8.9692790 8.9700528 8.9707676 8.9712783 8.9715632
0 0.0000000
0 0.0000000 8.3901633 8.3903184 8.3906248 8.3910072 8.3914629 8.3919261 8.3923509 8.3926421 8.3928047
0 0.0000000
0 0.0000000 7.4698656 7.4699595 7.4701479 7.4703710 7.4706360 7.4709010 7.4711439 7.4713008 7.4713908
0 0.0000000
0 0.0000000 6.2705987 6.2706542 6.2707674 6.2708943 6.2710455 6.2711948 6.2713322 6.2714149 6.2714639
0 0.0000000
0 0.0000000 4.7924791 4.7925099 4.7925737 4.7926417 4.7927232 4.7928028 4.7928766 4.7929178 4.7929431
0 0.0000000
0 0.0000000 3.0355906 3.0356043 3.0356330 3.0356626 3.0356981 3.0357326 3.0357648 3.0357817 3.0357924
0 0.0000000
0 0.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000
0 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 6
TIME(SECONDS) = 0.50492E+10
TIME(DAYS) = 0.58440E+05
TIME(YEARS) = 0.16000E+03
0 0 0 0 0 0 0 0 0 0 0 0
0 0 2 2 2 2 2 2 2 2 2 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0 0
1DRAWDOWN
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 -1 -1 -1 -1 -1 -1 -1 -1 -1 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -4 -4 -4 -4 -4 -4 -4 -4 -4 0
0 -5 -4 -4 -4 -4 -5 -5 -5 -5 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -2 -2 -2 -2 -2 -2 -2 -2 -2 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 CUMULATIVE MASS BALANCE -- (IN FT**3)
RECHARGE AND INJECTION = -0.10124E+10
PUMPAGE AND E-T WITHDRAWAL = 0.16094E+08
CUMULATIVE NET PUMPAGE = -0.99635E+09
WATER RELEASE FROM STORAGE = 0.00000E+00
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.99645E+09
CUMULATIVE NET LEAKAGE = -0.99645E+09
0 MASS BALANCE RESIDUAL = -96638.
ERROR (AS PERCENT) = -0.95445E-02
0 RATE MASS BALANCE -- (IN C.F.S.)
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.19211E+00
NET LEAKAGE (QNET) = -0.19211E+00
RECHARGE AND INJECTION = -0.20052E+00
PUMPAGE AND E-T WITHDRAWAL = 0.85000E-02
NET WITHDRAWAL (TPUM) = -0.19202E+00
1X VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 1.112E-19 1.951E-19 -8.815E-20 -7.716E-19 -1.453E-18 -1.710E-18 -1.522E-18 -1.023E-18 -3.583E-19
0.000E+00
0.000E+00 5.581E-11 9.795E-11 -4.425E-11 -3.874E-10 -7.294E-10 -8.587E-10 -7.640E-10 -5.136E-10 -1.799E-10
0.000E+00
0.000E+00 2.837E-10 6.553E-10 4.111E-10 -7.788E-10 -1.987E-09 -2.272E-09 -1.915E-09 -1.236E-09 -4.238E-10
0.000E+00
0.000E+00 9.967E-10 2.745E-09 3.216E-09 -1.126E-09 -5.538E-09 -5.277E-09 -3.869E-09 -2.291E-09 -7.546E-10
0.000E+00
0.000E+00 2.316E-09 8.014E-09 1.797E-08 -1.302E-09 -2.069E-08 -1.113E-08 -6.244E-09 -3.250E-09 -1.016E-09
0.000E+00
0.000E+00 9.863E-10 2.714E-09 3.167E-09 -1.189E-09 -5.609E-09 -5.348E-09 -3.928E-09 -2.331E-09 -7.686E-10
0.000E+00
0.000E+00 2.620E-10 5.894E-10 3.040E-10 -9.206E-10 -2.152E-09 -2.438E-09 -2.056E-09 -1.330E-09 -4.573E-10
0.000E+00
0.000E+00 2.322E-11 -5.212E-12 -2.236E-10 -6.419E-10 -1.040E-09 -1.181E-09 -1.044E-09 -7.022E-10 -2.470E-10
0.000E+00
0.000E+00 -3.230E-11 -1.193E-10 -2.521E-10 -4.202E-10 -5.635E-10 -6.117E-10 -5.395E-10 -3.660E-10 -1.300E-10
0.000E+00
0.000E+00 -3.494E-11 -1.103E-10 -1.897E-10 -2.667E-10 -3.234E-10 -3.353E-10 -2.895E-10 -1.947E-10 -6.936E-11
0.000E+00
0.000E+00 -2.687E-11 -8.170E-11 -1.305E-10 -1.698E-10 -1.950E-10 -1.953E-10 -1.644E-10 -1.088E-10 -3.891E-11
0.000E+00
0.000E+00 -1.579E-11 -4.733E-11 -7.271E-11 -9.090E-11 -1.014E-10 -9.933E-11 -8.178E-11 -5.309E-11 -1.901E-11
0.000E+00
0.000E+00 -8.283E-12 -2.464E-11 -3.677E-11 -4.474E-11 -4.905E-11 -4.740E-11 -3.822E-11 -2.422E-11 -8.679E-12
0.000E+00
0.000E+00 -5.012E-12 -1.507E-11 -2.197E-11 -2.605E-11 -2.829E-11 -2.712E-11 -2.134E-11 -1.318E-11 -4.804E-12
0.000E+00
0.000E+00 -2.962E-12 -9.002E-12 -1.282E-11 -1.485E-11 -1.604E-11 -1.530E-11 -1.175E-11 -7.029E-12 -2.613E-12
0.000E+00
0.000E+00 -1.644E-12 -5.049E-12 -7.035E-12 -7.980E-12 -8.601E-12 -8.189E-12 -6.141E-12 -3.551E-12 -1.348E-12
0.000E+00
0.000E+00 -7.328E-13 -2.266E-12 -3.110E-12 -3.474E-12 -3.740E-12 -3.558E-12 -2.620E-12 -1.474E-12 -5.688E-13
0.000E+00
0.000E+00 -9.720E-22 -3.011E-21 -4.125E-21 -4.611E-21 -4.966E-21 -4.729E-21 -3.485E-21 -1.956E-21 -7.586E-22
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1Y VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 -7.458E-08 -7.454E-08 -7.452E-08 -7.457E-08 -7.476E-08 -7.503E-08 -7.531E-08 -7.552E-08 -7.563E-08
0.000E+00
0.000E+00 -1.398E-07 -1.396E-07 -1.394E-07 -1.394E-07 -1.399E-07 -1.406E-07 -1.413E-07 -1.418E-07 -1.421E-07
0.000E+00
0.000E+00 -1.215E-07 -1.209E-07 -1.198E-07 -1.188E-07 -1.202E-07 -1.218E-07 -1.231E-07 -1.238E-07 -1.242E-07
0.000E+00
0.000E+00 -1.046E-07 -1.033E-07 -9.992E-08 -9.216E-08 -1.003E-07 -1.040E-07 -1.059E-07 -1.068E-07 -1.072E-07
0.000E+00
0.000E+00 -9.093E-08 -9.093E-08 -9.095E-08 -9.097E-08 -9.099E-08 -9.101E-08 -9.103E-08 -9.105E-08 -9.106E-08
0.000E+00
0.000E+00 -7.724E-08 -7.855E-08 -8.196E-08 -8.976E-08 -8.171E-08 -7.799E-08 -7.620E-08 -7.533E-08 -7.498E-08
0.000E+00
0.000E+00 -6.032E-08 -6.093E-08 -6.205E-08 -6.308E-08 -6.170E-08 -6.018E-08 -5.906E-08 -5.835E-08 -5.802E-08
0.000E+00
0.000E+00 -4.188E-08 -4.207E-08 -4.233E-08 -4.242E-08 -4.201E-08 -4.141E-08 -4.085E-08 -4.045E-08 -4.024E-08
0.000E+00
0.000E+00 -2.297E-08 -2.301E-08 -2.304E-08 -2.299E-08 -2.280E-08 -2.254E-08 -2.227E-08 -2.206E-08 -2.194E-08
0.000E+00
0.000E+00 -3.977E-09 -3.973E-09 -3.953E-09 -3.896E-09 -3.794E-09 -3.662E-09 -3.530E-09 -3.424E-09 -3.367E-09
0.000E+00
0.000E+00 1.501E-08 1.502E-08 1.504E-08 1.508E-08 1.514E-08 1.521E-08 1.527E-08 1.533E-08 1.535E-08
0.000E+00
0.000E+00 3.397E-08 3.398E-08 3.399E-08 3.402E-08 3.405E-08 3.408E-08 3.411E-08 3.414E-08 3.415E-08
0.000E+00
0.000E+00 5.289E-08 5.290E-08 5.291E-08 5.292E-08 5.294E-08 5.296E-08 5.298E-08 5.299E-08 5.300E-08
0.000E+00
0.000E+00 7.180E-08 7.180E-08 7.181E-08 7.182E-08 7.183E-08 7.184E-08 7.185E-08 7.186E-08 7.186E-08
0.000E+00
0.000E+00 9.070E-08 9.070E-08 9.070E-08 9.071E-08 9.072E-08 9.072E-08 9.073E-08 9.073E-08 9.073E-08
0.000E+00
0.000E+00 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07
0.000E+00
0.000E+00 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07
0.000E+00
0.000E+00 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1 STABILITY CRITERIA --- M.O.C.
0 MAXIMUM FLUID VELOCITIES: X-VEL = 2.72E-08 Y-VEL = 1.51E-07
0 TMV (MAX. INJ.) = 0.12162E+12
TIMV (CELDIS) = 0.74374E+10
0 TIMV = 7.44E+09 NTIMV = 0 NMOV = 1
TIM (N) = 0.31558E+09
TIMEVELO = 0.31558E+09
TIMEDISP = 0.14131E+11
0 TIMV = 3.16E+08 NTIMD = 0 NMOV = 1
0 *TIME INCREMENT FOR SOLUTE TRANSPORT EQUALS TIME STEP FOR FLOW*
0 NO. OF PARTICLE MOVES REQUIRED TO COMPLETE THIS TIME STEP = 1
0 NP = 1458 IMOV = 1
TIM(N) = 0.31558E+09 TIMV = 0.31558E+09 SUMTCH = 0.50492E+10
1CONCENTRATION
NUMBER OF TIME STEPS = 6
DELTA T = 0.31558E+09
TIME(SECONDS) = 0.50492E+10
CHEM.TIME(SECONDS) = 0.50492E+10
CHEM.TIME(DAYS) = 0.58440E+05
TIME(YEARS) = 0.16000E+03
CHEM.TIME(YEARS) = 0.16000E+03
NO. MOVES COMPLETED = 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 13 13 13 13 13 13 13 13 13 0
0 0 20 20 20 20 20 20 20 20 20 0
0 0 37 37 37 37 37 37 37 37 37 0
0 0 120 120 120 120 120 120 120 120 120 0
0 0 448 448 448 448 448 448 448 448 448 0
0 0 1406 1406 1406 1406 1406 1406 1406 1406 1406 0
0 0 0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = -0.70291E+12
MASS PUMPED IN = 0.56247E+12
MASS PUMPED OUT = -0.15955E+02
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = -0.14044E+12
INITIAL MASS DISSOLVED = 0.31012E+13
PRESENT MASS DISSOLVED = 0.27996E+13
CHANGE MASS DISSOLVED = -0.30162E+12
CHANGE TOTL.MASS STORED= -0.30162E+12
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = 0.16118E+12
ERROR (AS PERCENT) = 0.28655E+02
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = -0.49720E+01
1GUADLUPE DELTA MODEL 20ROWS 11COLUMNS STEADY STATE
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 2
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 6 6
0 2.3 0.0 0.000
1 6.7 0.0 160.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 6 12
0 2.2 7.0 0.000
1 9.2 6.8 160.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 6 18
0 1.3 520.0 0.000
1 3.0 448.1 160.000
0
N = 7
NUMBER OF ITERATIONS = 0 (HEADS UNCHANGED)
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 7
TIME(SECONDS) = 0.53648E+10
TIME(DAYS) = 0.62092E+05
TIME(YEARS) = 0.17000E+03
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
0 0.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000
0 0.0000000
0 0.0000000 3.4677204 3.4670234 3.4664971 3.4675760 3.4713354 3.4766855 3.4820589 3.4862271 3.4884736
0 0.0000000
0 0.0000000 4.7513874 4.7478447 4.7432038 4.7427113 4.7529297 4.7675286 4.7813059 4.7914489 4.7967415
0 0.0000000
0 0.0000000 5.8580430 5.8455959 5.8237587 5.8054385 5.8378231 5.8746023 5.9037270 5.9229190 5.9323431
0 0.0000000
0 0.0000000 6.8097807 6.7808566 6.7096944 6.5564245 6.7259573 6.8148573 6.8649280 6.8928373 6.9055195
0 0.0000000
0 0.0000000 7.6474945 7.6351767 7.6135967 7.5956305 7.6284472 7.6656832 7.6952321 7.7147401 7.7243383
0 0.0000000
0 0.0000000 8.3299332 8.3266613 8.3225719 8.3228644 8.3340690 8.3497347 8.3645158 8.3754171 8.3811281
0 0.0000000
0 0.0000000 8.8346176 8.8343276 8.8346827 8.8371201 8.8426990 8.8501028 8.8574503 8.8631357 8.8662202
0 0.0000000
0 0.0000000 9.1541353 9.1545386 9.1556251 9.1576867 9.1608734 9.1647240 9.1685132 9.1714611 9.1730843
0 0.0000000
0 0.0000000 9.2867574 9.2871938 9.2881348 9.2895631 9.2914656 9.2936024 9.2956526 9.2972182 9.2980844
0 0.0000000
0 0.0000000 9.2324006 9.2327362 9.2334210 9.2343654 9.2355416 9.2368004 9.2379805 9.2388539 9.2393398
0 0.0000000
0 0.0000000 8.9672074 8.9674440 8.9679167 8.9685337 8.9692790 8.9700528 8.9707676 8.9712783 8.9715632
0 0.0000000
0 0.0000000 8.3901633 8.3903184 8.3906248 8.3910072 8.3914629 8.3919261 8.3923509 8.3926421 8.3928047
0 0.0000000
0 0.0000000 7.4698656 7.4699595 7.4701479 7.4703710 7.4706360 7.4709010 7.4711439 7.4713008 7.4713908
0 0.0000000
0 0.0000000 6.2705987 6.2706542 6.2707674 6.2708943 6.2710455 6.2711948 6.2713322 6.2714149 6.2714639
0 0.0000000
0 0.0000000 4.7924791 4.7925099 4.7925737 4.7926417 4.7927232 4.7928028 4.7928766 4.7929178 4.7929431
0 0.0000000
0 0.0000000 3.0355906 3.0356043 3.0356330 3.0356626 3.0356981 3.0357326 3.0357648 3.0357817 3.0357924
0 0.0000000
0 0.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000
0 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 7
TIME(SECONDS) = 0.53648E+10
TIME(DAYS) = 0.62092E+05
TIME(YEARS) = 0.17000E+03
0 0 0 0 0 0 0 0 0 0 0 0
0 0 2 2 2 2 2 2 2 2 2 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0 0
1DRAWDOWN
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 -1 -1 -1 -1 -1 -1 -1 -1 -1 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -4 -4 -4 -4 -4 -4 -4 -4 -4 0
0 -5 -4 -4 -4 -4 -5 -5 -5 -5 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -2 -2 -2 -2 -2 -2 -2 -2 -2 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 CUMULATIVE MASS BALANCE -- (IN FT**3)
RECHARGE AND INJECTION = -0.10757E+10
PUMPAGE AND E-T WITHDRAWAL = 0.18777E+08
CUMULATIVE NET PUMPAGE = -0.10569E+10
WATER RELEASE FROM STORAGE = 0.00000E+00
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.10571E+10
CUMULATIVE NET LEAKAGE = -0.10571E+10
0 MASS BALANCE RESIDUAL = -0.12558E+06
ERROR (AS PERCENT) = -0.11673E-01
0 RATE MASS BALANCE -- (IN C.F.S.)
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.19211E+00
NET LEAKAGE (QNET) = -0.19211E+00
RECHARGE AND INJECTION = -0.20052E+00
PUMPAGE AND E-T WITHDRAWAL = 0.85000E-02
NET WITHDRAWAL (TPUM) = -0.19202E+00
1X VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 1.112E-19 1.951E-19 -8.815E-20 -7.716E-19 -1.453E-18 -1.710E-18 -1.522E-18 -1.023E-18 -3.583E-19
0.000E+00
0.000E+00 5.581E-11 9.795E-11 -4.425E-11 -3.874E-10 -7.294E-10 -8.587E-10 -7.640E-10 -5.136E-10 -1.799E-10
0.000E+00
0.000E+00 2.837E-10 6.553E-10 4.111E-10 -7.788E-10 -1.987E-09 -2.272E-09 -1.915E-09 -1.236E-09 -4.238E-10
0.000E+00
0.000E+00 9.967E-10 2.745E-09 3.216E-09 -1.126E-09 -5.538E-09 -5.277E-09 -3.869E-09 -2.291E-09 -7.546E-10
0.000E+00
0.000E+00 2.316E-09 8.014E-09 1.797E-08 -1.302E-09 -2.069E-08 -1.113E-08 -6.244E-09 -3.250E-09 -1.016E-09
0.000E+00
0.000E+00 9.863E-10 2.714E-09 3.167E-09 -1.189E-09 -5.609E-09 -5.348E-09 -3.928E-09 -2.331E-09 -7.686E-10
0.000E+00
0.000E+00 2.620E-10 5.894E-10 3.040E-10 -9.206E-10 -2.152E-09 -2.438E-09 -2.056E-09 -1.330E-09 -4.573E-10
0.000E+00
0.000E+00 2.322E-11 -5.212E-12 -2.236E-10 -6.419E-10 -1.040E-09 -1.181E-09 -1.044E-09 -7.022E-10 -2.470E-10
0.000E+00
0.000E+00 -3.230E-11 -1.193E-10 -2.521E-10 -4.202E-10 -5.635E-10 -6.117E-10 -5.395E-10 -3.660E-10 -1.300E-10
0.000E+00
0.000E+00 -3.494E-11 -1.103E-10 -1.897E-10 -2.667E-10 -3.234E-10 -3.353E-10 -2.895E-10 -1.947E-10 -6.936E-11
0.000E+00
0.000E+00 -2.687E-11 -8.170E-11 -1.305E-10 -1.698E-10 -1.950E-10 -1.953E-10 -1.644E-10 -1.088E-10 -3.891E-11
0.000E+00
0.000E+00 -1.579E-11 -4.733E-11 -7.271E-11 -9.090E-11 -1.014E-10 -9.933E-11 -8.178E-11 -5.309E-11 -1.901E-11
0.000E+00
0.000E+00 -8.283E-12 -2.464E-11 -3.677E-11 -4.474E-11 -4.905E-11 -4.740E-11 -3.822E-11 -2.422E-11 -8.679E-12
0.000E+00
0.000E+00 -5.012E-12 -1.507E-11 -2.197E-11 -2.605E-11 -2.829E-11 -2.712E-11 -2.134E-11 -1.318E-11 -4.804E-12
0.000E+00
0.000E+00 -2.962E-12 -9.002E-12 -1.282E-11 -1.485E-11 -1.604E-11 -1.530E-11 -1.175E-11 -7.029E-12 -2.613E-12
0.000E+00
0.000E+00 -1.644E-12 -5.049E-12 -7.035E-12 -7.980E-12 -8.601E-12 -8.189E-12 -6.141E-12 -3.551E-12 -1.348E-12
0.000E+00
0.000E+00 -7.328E-13 -2.266E-12 -3.110E-12 -3.474E-12 -3.740E-12 -3.558E-12 -2.620E-12 -1.474E-12 -5.688E-13
0.000E+00
0.000E+00 -9.720E-22 -3.011E-21 -4.125E-21 -4.611E-21 -4.966E-21 -4.729E-21 -3.485E-21 -1.956E-21 -7.586E-22
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1Y VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 -7.458E-08 -7.454E-08 -7.452E-08 -7.457E-08 -7.476E-08 -7.503E-08 -7.531E-08 -7.552E-08 -7.563E-08
0.000E+00
0.000E+00 -1.398E-07 -1.396E-07 -1.394E-07 -1.394E-07 -1.399E-07 -1.406E-07 -1.413E-07 -1.418E-07 -1.421E-07
0.000E+00
0.000E+00 -1.215E-07 -1.209E-07 -1.198E-07 -1.188E-07 -1.202E-07 -1.218E-07 -1.231E-07 -1.238E-07 -1.242E-07
0.000E+00
0.000E+00 -1.046E-07 -1.033E-07 -9.992E-08 -9.216E-08 -1.003E-07 -1.040E-07 -1.059E-07 -1.068E-07 -1.072E-07
0.000E+00
0.000E+00 -9.093E-08 -9.093E-08 -9.095E-08 -9.097E-08 -9.099E-08 -9.101E-08 -9.103E-08 -9.105E-08 -9.106E-08
0.000E+00
0.000E+00 -7.724E-08 -7.855E-08 -8.196E-08 -8.976E-08 -8.171E-08 -7.799E-08 -7.620E-08 -7.533E-08 -7.498E-08
0.000E+00
0.000E+00 -6.032E-08 -6.093E-08 -6.205E-08 -6.308E-08 -6.170E-08 -6.018E-08 -5.906E-08 -5.835E-08 -5.802E-08
0.000E+00
0.000E+00 -4.188E-08 -4.207E-08 -4.233E-08 -4.242E-08 -4.201E-08 -4.141E-08 -4.085E-08 -4.045E-08 -4.024E-08
0.000E+00
0.000E+00 -2.297E-08 -2.301E-08 -2.304E-08 -2.299E-08 -2.280E-08 -2.254E-08 -2.227E-08 -2.206E-08 -2.194E-08
0.000E+00
0.000E+00 -3.977E-09 -3.973E-09 -3.953E-09 -3.896E-09 -3.794E-09 -3.662E-09 -3.530E-09 -3.424E-09 -3.367E-09
0.000E+00
0.000E+00 1.501E-08 1.502E-08 1.504E-08 1.508E-08 1.514E-08 1.521E-08 1.527E-08 1.533E-08 1.535E-08
0.000E+00
0.000E+00 3.397E-08 3.398E-08 3.399E-08 3.402E-08 3.405E-08 3.408E-08 3.411E-08 3.414E-08 3.415E-08
0.000E+00
0.000E+00 5.289E-08 5.290E-08 5.291E-08 5.292E-08 5.294E-08 5.296E-08 5.298E-08 5.299E-08 5.300E-08
0.000E+00
0.000E+00 7.180E-08 7.180E-08 7.181E-08 7.182E-08 7.183E-08 7.184E-08 7.185E-08 7.186E-08 7.186E-08
0.000E+00
0.000E+00 9.070E-08 9.070E-08 9.070E-08 9.071E-08 9.072E-08 9.072E-08 9.073E-08 9.073E-08 9.073E-08
0.000E+00
0.000E+00 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07
0.000E+00
0.000E+00 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07
0.000E+00
0.000E+00 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1 STABILITY CRITERIA --- M.O.C.
0 MAXIMUM FLUID VELOCITIES: X-VEL = 2.72E-08 Y-VEL = 1.51E-07
0 TMV (MAX. INJ.) = 0.12162E+12
TIMV (CELDIS) = 0.74374E+10
0 TIMV = 7.44E+09 NTIMV = 0 NMOV = 1
TIM (N) = 0.31558E+09
TIMEVELO = 0.31558E+09
TIMEDISP = 0.14131E+11
0 TIMV = 3.16E+08 NTIMD = 0 NMOV = 1
0 *TIME INCREMENT FOR SOLUTE TRANSPORT EQUALS TIME STEP FOR FLOW*
0 NO. OF PARTICLE MOVES REQUIRED TO COMPLETE THIS TIME STEP = 1
0 NP = 1458 IMOV = 1
TIM(N) = 0.31558E+09 TIMV = 0.31558E+09 SUMTCH = 0.53648E+10
1CONCENTRATION
NUMBER OF TIME STEPS = 7
DELTA T = 0.31558E+09
TIME(SECONDS) = 0.53648E+10
CHEM.TIME(SECONDS) = 0.53648E+10
CHEM.TIME(DAYS) = 0.62092E+05
TIME(YEARS) = 0.17000E+03
CHEM.TIME(YEARS) = 0.17000E+03
NO. MOVES COMPLETED = 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 13 13 13 13 13 13 13 13 13 0
0 0 20 20 20 20 20 20 20 20 20 0
0 0 37 37 37 37 37 37 37 37 37 0
0 0 122 122 122 122 122 122 122 122 122 0
0 0 453 453 453 453 453 453 453 453 453 0
0 0 1420 1420 1420 1420 1420 1420 1420 1420 1420 0
0 0 0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = -0.74439E+12
MASS PUMPED IN = 0.59762E+12
MASS PUMPED OUT = -0.22014E+02
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = -0.14676E+12
INITIAL MASS DISSOLVED = 0.31012E+13
PRESENT MASS DISSOLVED = 0.28275E+13
CHANGE MASS DISSOLVED = -0.27373E+12
CHANGE TOTL.MASS STORED= -0.27373E+12
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = 0.12696E+12
ERROR (AS PERCENT) = 0.21245E+02
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = -0.39090E+01
1GUADLUPE DELTA MODEL 20ROWS 11COLUMNS STEADY STATE
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 2
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 6 6
0 2.3 0.0 0.000
1 6.7 0.0 170.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 6 12
0 2.2 7.0 0.000
1 9.2 6.8 170.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 6 18
0 1.3 520.0 0.000
1 3.0 452.5 170.000
0
N = 8
NUMBER OF ITERATIONS = 0 (HEADS UNCHANGED)
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 8
TIME(SECONDS) = 0.56804E+10
TIME(DAYS) = 0.65745E+05
TIME(YEARS) = 0.18000E+03
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
0 0.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000
0 0.0000000
0 0.0000000 3.4677204 3.4670234 3.4664971 3.4675760 3.4713354 3.4766855 3.4820589 3.4862271 3.4884736
0 0.0000000
0 0.0000000 4.7513874 4.7478447 4.7432038 4.7427113 4.7529297 4.7675286 4.7813059 4.7914489 4.7967415
0 0.0000000
0 0.0000000 5.8580430 5.8455959 5.8237587 5.8054385 5.8378231 5.8746023 5.9037270 5.9229190 5.9323431
0 0.0000000
0 0.0000000 6.8097807 6.7808566 6.7096944 6.5564245 6.7259573 6.8148573 6.8649280 6.8928373 6.9055195
0 0.0000000
0 0.0000000 7.6474945 7.6351767 7.6135967 7.5956305 7.6284472 7.6656832 7.6952321 7.7147401 7.7243383
0 0.0000000
0 0.0000000 8.3299332 8.3266613 8.3225719 8.3228644 8.3340690 8.3497347 8.3645158 8.3754171 8.3811281
0 0.0000000
0 0.0000000 8.8346176 8.8343276 8.8346827 8.8371201 8.8426990 8.8501028 8.8574503 8.8631357 8.8662202
0 0.0000000
0 0.0000000 9.1541353 9.1545386 9.1556251 9.1576867 9.1608734 9.1647240 9.1685132 9.1714611 9.1730843
0 0.0000000
0 0.0000000 9.2867574 9.2871938 9.2881348 9.2895631 9.2914656 9.2936024 9.2956526 9.2972182 9.2980844
0 0.0000000
0 0.0000000 9.2324006 9.2327362 9.2334210 9.2343654 9.2355416 9.2368004 9.2379805 9.2388539 9.2393398
0 0.0000000
0 0.0000000 8.9672074 8.9674440 8.9679167 8.9685337 8.9692790 8.9700528 8.9707676 8.9712783 8.9715632
0 0.0000000
0 0.0000000 8.3901633 8.3903184 8.3906248 8.3910072 8.3914629 8.3919261 8.3923509 8.3926421 8.3928047
0 0.0000000
0 0.0000000 7.4698656 7.4699595 7.4701479 7.4703710 7.4706360 7.4709010 7.4711439 7.4713008 7.4713908
0 0.0000000
0 0.0000000 6.2705987 6.2706542 6.2707674 6.2708943 6.2710455 6.2711948 6.2713322 6.2714149 6.2714639
0 0.0000000
0 0.0000000 4.7924791 4.7925099 4.7925737 4.7926417 4.7927232 4.7928028 4.7928766 4.7929178 4.7929431
0 0.0000000
0 0.0000000 3.0355906 3.0356043 3.0356330 3.0356626 3.0356981 3.0357326 3.0357648 3.0357817 3.0357924
0 0.0000000
0 0.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000
0 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 8
TIME(SECONDS) = 0.56804E+10
TIME(DAYS) = 0.65745E+05
TIME(YEARS) = 0.18000E+03
0 0 0 0 0 0 0 0 0 0 0 0
0 0 2 2 2 2 2 2 2 2 2 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0 0
1DRAWDOWN
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 -1 -1 -1 -1 -1 -1 -1 -1 -1 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -4 -4 -4 -4 -4 -4 -4 -4 -4 0
0 -5 -4 -4 -4 -4 -5 -5 -5 -5 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -2 -2 -2 -2 -2 -2 -2 -2 -2 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 CUMULATIVE MASS BALANCE -- (IN FT**3)
RECHARGE AND INJECTION = -0.11390E+10
PUMPAGE AND E-T WITHDRAWAL = 0.21459E+08
CUMULATIVE NET PUMPAGE = -0.11175E+10
WATER RELEASE FROM STORAGE = 0.00000E+00
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.11177E+10
CUMULATIVE NET LEAKAGE = -0.11177E+10
0 MASS BALANCE RESIDUAL = -0.15452E+06
ERROR (AS PERCENT) = -0.13566E-01
0 RATE MASS BALANCE -- (IN C.F.S.)
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.19211E+00
NET LEAKAGE (QNET) = -0.19211E+00
RECHARGE AND INJECTION = -0.20052E+00
PUMPAGE AND E-T WITHDRAWAL = 0.85000E-02
NET WITHDRAWAL (TPUM) = -0.19202E+00
1X VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 1.112E-19 1.951E-19 -8.815E-20 -7.716E-19 -1.453E-18 -1.710E-18 -1.522E-18 -1.023E-18 -3.583E-19
0.000E+00
0.000E+00 5.581E-11 9.795E-11 -4.425E-11 -3.874E-10 -7.294E-10 -8.587E-10 -7.640E-10 -5.136E-10 -1.799E-10
0.000E+00
0.000E+00 2.837E-10 6.553E-10 4.111E-10 -7.788E-10 -1.987E-09 -2.272E-09 -1.915E-09 -1.236E-09 -4.238E-10
0.000E+00
0.000E+00 9.967E-10 2.745E-09 3.216E-09 -1.126E-09 -5.538E-09 -5.277E-09 -3.869E-09 -2.291E-09 -7.546E-10
0.000E+00
0.000E+00 2.316E-09 8.014E-09 1.797E-08 -1.302E-09 -2.069E-08 -1.113E-08 -6.244E-09 -3.250E-09 -1.016E-09
0.000E+00
0.000E+00 9.863E-10 2.714E-09 3.167E-09 -1.189E-09 -5.609E-09 -5.348E-09 -3.928E-09 -2.331E-09 -7.686E-10
0.000E+00
0.000E+00 2.620E-10 5.894E-10 3.040E-10 -9.206E-10 -2.152E-09 -2.438E-09 -2.056E-09 -1.330E-09 -4.573E-10
0.000E+00
0.000E+00 2.322E-11 -5.212E-12 -2.236E-10 -6.419E-10 -1.040E-09 -1.181E-09 -1.044E-09 -7.022E-10 -2.470E-10
0.000E+00
0.000E+00 -3.230E-11 -1.193E-10 -2.521E-10 -4.202E-10 -5.635E-10 -6.117E-10 -5.395E-10 -3.660E-10 -1.300E-10
0.000E+00
0.000E+00 -3.494E-11 -1.103E-10 -1.897E-10 -2.667E-10 -3.234E-10 -3.353E-10 -2.895E-10 -1.947E-10 -6.936E-11
0.000E+00
0.000E+00 -2.687E-11 -8.170E-11 -1.305E-10 -1.698E-10 -1.950E-10 -1.953E-10 -1.644E-10 -1.088E-10 -3.891E-11
0.000E+00
0.000E+00 -1.579E-11 -4.733E-11 -7.271E-11 -9.090E-11 -1.014E-10 -9.933E-11 -8.178E-11 -5.309E-11 -1.901E-11
0.000E+00
0.000E+00 -8.283E-12 -2.464E-11 -3.677E-11 -4.474E-11 -4.905E-11 -4.740E-11 -3.822E-11 -2.422E-11 -8.679E-12
0.000E+00
0.000E+00 -5.012E-12 -1.507E-11 -2.197E-11 -2.605E-11 -2.829E-11 -2.712E-11 -2.134E-11 -1.318E-11 -4.804E-12
0.000E+00
0.000E+00 -2.962E-12 -9.002E-12 -1.282E-11 -1.485E-11 -1.604E-11 -1.530E-11 -1.175E-11 -7.029E-12 -2.613E-12
0.000E+00
0.000E+00 -1.644E-12 -5.049E-12 -7.035E-12 -7.980E-12 -8.601E-12 -8.189E-12 -6.141E-12 -3.551E-12 -1.348E-12
0.000E+00
0.000E+00 -7.328E-13 -2.266E-12 -3.110E-12 -3.474E-12 -3.740E-12 -3.558E-12 -2.620E-12 -1.474E-12 -5.688E-13
0.000E+00
0.000E+00 -9.720E-22 -3.011E-21 -4.125E-21 -4.611E-21 -4.966E-21 -4.729E-21 -3.485E-21 -1.956E-21 -7.586E-22
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1Y VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 -7.458E-08 -7.454E-08 -7.452E-08 -7.457E-08 -7.476E-08 -7.503E-08 -7.531E-08 -7.552E-08 -7.563E-08
0.000E+00
0.000E+00 -1.398E-07 -1.396E-07 -1.394E-07 -1.394E-07 -1.399E-07 -1.406E-07 -1.413E-07 -1.418E-07 -1.421E-07
0.000E+00
0.000E+00 -1.215E-07 -1.209E-07 -1.198E-07 -1.188E-07 -1.202E-07 -1.218E-07 -1.231E-07 -1.238E-07 -1.242E-07
0.000E+00
0.000E+00 -1.046E-07 -1.033E-07 -9.992E-08 -9.216E-08 -1.003E-07 -1.040E-07 -1.059E-07 -1.068E-07 -1.072E-07
0.000E+00
0.000E+00 -9.093E-08 -9.093E-08 -9.095E-08 -9.097E-08 -9.099E-08 -9.101E-08 -9.103E-08 -9.105E-08 -9.106E-08
0.000E+00
0.000E+00 -7.724E-08 -7.855E-08 -8.196E-08 -8.976E-08 -8.171E-08 -7.799E-08 -7.620E-08 -7.533E-08 -7.498E-08
0.000E+00
0.000E+00 -6.032E-08 -6.093E-08 -6.205E-08 -6.308E-08 -6.170E-08 -6.018E-08 -5.906E-08 -5.835E-08 -5.802E-08
0.000E+00
0.000E+00 -4.188E-08 -4.207E-08 -4.233E-08 -4.242E-08 -4.201E-08 -4.141E-08 -4.085E-08 -4.045E-08 -4.024E-08
0.000E+00
0.000E+00 -2.297E-08 -2.301E-08 -2.304E-08 -2.299E-08 -2.280E-08 -2.254E-08 -2.227E-08 -2.206E-08 -2.194E-08
0.000E+00
0.000E+00 -3.977E-09 -3.973E-09 -3.953E-09 -3.896E-09 -3.794E-09 -3.662E-09 -3.530E-09 -3.424E-09 -3.367E-09
0.000E+00
0.000E+00 1.501E-08 1.502E-08 1.504E-08 1.508E-08 1.514E-08 1.521E-08 1.527E-08 1.533E-08 1.535E-08
0.000E+00
0.000E+00 3.397E-08 3.398E-08 3.399E-08 3.402E-08 3.405E-08 3.408E-08 3.411E-08 3.414E-08 3.415E-08
0.000E+00
0.000E+00 5.289E-08 5.290E-08 5.291E-08 5.292E-08 5.294E-08 5.296E-08 5.298E-08 5.299E-08 5.300E-08
0.000E+00
0.000E+00 7.180E-08 7.180E-08 7.181E-08 7.182E-08 7.183E-08 7.184E-08 7.185E-08 7.186E-08 7.186E-08
0.000E+00
0.000E+00 9.070E-08 9.070E-08 9.070E-08 9.071E-08 9.072E-08 9.072E-08 9.073E-08 9.073E-08 9.073E-08
0.000E+00
0.000E+00 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07
0.000E+00
0.000E+00 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07
0.000E+00
0.000E+00 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1 STABILITY CRITERIA --- M.O.C.
0 MAXIMUM FLUID VELOCITIES: X-VEL = 2.72E-08 Y-VEL = 1.51E-07
0 TMV (MAX. INJ.) = 0.12162E+12
TIMV (CELDIS) = 0.74374E+10
0 TIMV = 7.44E+09 NTIMV = 0 NMOV = 1
TIM (N) = 0.31558E+09
TIMEVELO = 0.31558E+09
TIMEDISP = 0.14131E+11
0 TIMV = 3.16E+08 NTIMD = 0 NMOV = 1
0 *TIME INCREMENT FOR SOLUTE TRANSPORT EQUALS TIME STEP FOR FLOW*
0 NO. OF PARTICLE MOVES REQUIRED TO COMPLETE THIS TIME STEP = 1
0 NP = 1458 IMOV = 1
TIM(N) = 0.31558E+09 TIMV = 0.31558E+09 SUMTCH = 0.56804E+10
1CONCENTRATION
NUMBER OF TIME STEPS = 8
DELTA T = 0.31558E+09
TIME(SECONDS) = 0.56804E+10
CHEM.TIME(SECONDS) = 0.56804E+10
CHEM.TIME(DAYS) = 0.65745E+05
TIME(YEARS) = 0.18000E+03
CHEM.TIME(YEARS) = 0.18000E+03
NO. MOVES COMPLETED = 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 13 13 13 13 13 13 13 13 13 0
0 0 20 20 20 20 20 20 20 20 20 0
0 0 37 37 37 37 37 37 37 37 37 0
0 0 123 123 123 123 123 123 123 123 123 0
0 0 457 457 457 457 457 457 457 457 457 0
0 0 1435 1435 1435 1435 1435 1435 1435 1435 1435 0
0 0 0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = -0.78628E+12
MASS PUMPED IN = 0.63278E+12
MASS PUMPED OUT = -0.30706E+02
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = -0.15350E+12
INITIAL MASS DISSOLVED = 0.31012E+13
PRESENT MASS DISSOLVED = 0.28553E+13
CHANGE MASS DISSOLVED = -0.24591E+12
CHANGE TOTL.MASS STORED= -0.24591E+12
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = 0.92408E+11
ERROR (AS PERCENT) = 0.14604E+02
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = -0.28392E+01
1GUADLUPE DELTA MODEL 20ROWS 11COLUMNS STEADY STATE
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 2
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 6 6
0 2.3 0.0 0.000
1 6.7 0.0 180.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 6 12
0 2.2 7.0 0.000
1 9.2 6.7 180.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 6 18
0 1.3 520.0 0.000
1 3.0 457.0 180.000
0
N = 9
NUMBER OF ITERATIONS = 0 (HEADS UNCHANGED)
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 9
TIME(SECONDS) = 0.59959E+10
TIME(DAYS) = 0.69398E+05
TIME(YEARS) = 0.19000E+03
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
0 0.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000
0 0.0000000
0 0.0000000 3.4677204 3.4670234 3.4664971 3.4675760 3.4713354 3.4766855 3.4820589 3.4862271 3.4884736
0 0.0000000
0 0.0000000 4.7513874 4.7478447 4.7432038 4.7427113 4.7529297 4.7675286 4.7813059 4.7914489 4.7967415
0 0.0000000
0 0.0000000 5.8580430 5.8455959 5.8237587 5.8054385 5.8378231 5.8746023 5.9037270 5.9229190 5.9323431
0 0.0000000
0 0.0000000 6.8097807 6.7808566 6.7096944 6.5564245 6.7259573 6.8148573 6.8649280 6.8928373 6.9055195
0 0.0000000
0 0.0000000 7.6474945 7.6351767 7.6135967 7.5956305 7.6284472 7.6656832 7.6952321 7.7147401 7.7243383
0 0.0000000
0 0.0000000 8.3299332 8.3266613 8.3225719 8.3228644 8.3340690 8.3497347 8.3645158 8.3754171 8.3811281
0 0.0000000
0 0.0000000 8.8346176 8.8343276 8.8346827 8.8371201 8.8426990 8.8501028 8.8574503 8.8631357 8.8662202
0 0.0000000
0 0.0000000 9.1541353 9.1545386 9.1556251 9.1576867 9.1608734 9.1647240 9.1685132 9.1714611 9.1730843
0 0.0000000
0 0.0000000 9.2867574 9.2871938 9.2881348 9.2895631 9.2914656 9.2936024 9.2956526 9.2972182 9.2980844
0 0.0000000
0 0.0000000 9.2324006 9.2327362 9.2334210 9.2343654 9.2355416 9.2368004 9.2379805 9.2388539 9.2393398
0 0.0000000
0 0.0000000 8.9672074 8.9674440 8.9679167 8.9685337 8.9692790 8.9700528 8.9707676 8.9712783 8.9715632
0 0.0000000
0 0.0000000 8.3901633 8.3903184 8.3906248 8.3910072 8.3914629 8.3919261 8.3923509 8.3926421 8.3928047
0 0.0000000
0 0.0000000 7.4698656 7.4699595 7.4701479 7.4703710 7.4706360 7.4709010 7.4711439 7.4713008 7.4713908
0 0.0000000
0 0.0000000 6.2705987 6.2706542 6.2707674 6.2708943 6.2710455 6.2711948 6.2713322 6.2714149 6.2714639
0 0.0000000
0 0.0000000 4.7924791 4.7925099 4.7925737 4.7926417 4.7927232 4.7928028 4.7928766 4.7929178 4.7929431
0 0.0000000
0 0.0000000 3.0355906 3.0356043 3.0356330 3.0356626 3.0356981 3.0357326 3.0357648 3.0357817 3.0357924
0 0.0000000
0 0.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000
0 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 9
TIME(SECONDS) = 0.59959E+10
TIME(DAYS) = 0.69398E+05
TIME(YEARS) = 0.19000E+03
0 0 0 0 0 0 0 0 0 0 0 0
0 0 2 2 2 2 2 2 2 2 2 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0 0
1DRAWDOWN
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 -1 -1 -1 -1 -1 -1 -1 -1 -1 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -4 -4 -4 -4 -4 -4 -4 -4 -4 0
0 -5 -4 -4 -4 -4 -5 -5 -5 -5 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -2 -2 -2 -2 -2 -2 -2 -2 -2 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 CUMULATIVE MASS BALANCE -- (IN FT**3)
RECHARGE AND INJECTION = -0.12023E+10
PUMPAGE AND E-T WITHDRAWAL = 0.24142E+08
CUMULATIVE NET PUMPAGE = -0.11781E+10
WATER RELEASE FROM STORAGE = 0.00000E+00
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.11783E+10
CUMULATIVE NET LEAKAGE = -0.11783E+10
0 MASS BALANCE RESIDUAL = -0.18347E+06
ERROR (AS PERCENT) = -0.15259E-01
0 RATE MASS BALANCE -- (IN C.F.S.)
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.19211E+00
NET LEAKAGE (QNET) = -0.19211E+00
RECHARGE AND INJECTION = -0.20052E+00
PUMPAGE AND E-T WITHDRAWAL = 0.85000E-02
NET WITHDRAWAL (TPUM) = -0.19202E+00
1X VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 1.112E-19 1.951E-19 -8.815E-20 -7.716E-19 -1.453E-18 -1.710E-18 -1.522E-18 -1.023E-18 -3.583E-19
0.000E+00
0.000E+00 5.581E-11 9.795E-11 -4.425E-11 -3.874E-10 -7.294E-10 -8.587E-10 -7.640E-10 -5.136E-10 -1.799E-10
0.000E+00
0.000E+00 2.837E-10 6.553E-10 4.111E-10 -7.788E-10 -1.987E-09 -2.272E-09 -1.915E-09 -1.236E-09 -4.238E-10
0.000E+00
0.000E+00 9.967E-10 2.745E-09 3.216E-09 -1.126E-09 -5.538E-09 -5.277E-09 -3.869E-09 -2.291E-09 -7.546E-10
0.000E+00
0.000E+00 2.316E-09 8.014E-09 1.797E-08 -1.302E-09 -2.069E-08 -1.113E-08 -6.244E-09 -3.250E-09 -1.016E-09
0.000E+00
0.000E+00 9.863E-10 2.714E-09 3.167E-09 -1.189E-09 -5.609E-09 -5.348E-09 -3.928E-09 -2.331E-09 -7.686E-10
0.000E+00
0.000E+00 2.620E-10 5.894E-10 3.040E-10 -9.206E-10 -2.152E-09 -2.438E-09 -2.056E-09 -1.330E-09 -4.573E-10
0.000E+00
0.000E+00 2.322E-11 -5.212E-12 -2.236E-10 -6.419E-10 -1.040E-09 -1.181E-09 -1.044E-09 -7.022E-10 -2.470E-10
0.000E+00
0.000E+00 -3.230E-11 -1.193E-10 -2.521E-10 -4.202E-10 -5.635E-10 -6.117E-10 -5.395E-10 -3.660E-10 -1.300E-10
0.000E+00
0.000E+00 -3.494E-11 -1.103E-10 -1.897E-10 -2.667E-10 -3.234E-10 -3.353E-10 -2.895E-10 -1.947E-10 -6.936E-11
0.000E+00
0.000E+00 -2.687E-11 -8.170E-11 -1.305E-10 -1.698E-10 -1.950E-10 -1.953E-10 -1.644E-10 -1.088E-10 -3.891E-11
0.000E+00
0.000E+00 -1.579E-11 -4.733E-11 -7.271E-11 -9.090E-11 -1.014E-10 -9.933E-11 -8.178E-11 -5.309E-11 -1.901E-11
0.000E+00
0.000E+00 -8.283E-12 -2.464E-11 -3.677E-11 -4.474E-11 -4.905E-11 -4.740E-11 -3.822E-11 -2.422E-11 -8.679E-12
0.000E+00
0.000E+00 -5.012E-12 -1.507E-11 -2.197E-11 -2.605E-11 -2.829E-11 -2.712E-11 -2.134E-11 -1.318E-11 -4.804E-12
0.000E+00
0.000E+00 -2.962E-12 -9.002E-12 -1.282E-11 -1.485E-11 -1.604E-11 -1.530E-11 -1.175E-11 -7.029E-12 -2.613E-12
0.000E+00
0.000E+00 -1.644E-12 -5.049E-12 -7.035E-12 -7.980E-12 -8.601E-12 -8.189E-12 -6.141E-12 -3.551E-12 -1.348E-12
0.000E+00
0.000E+00 -7.328E-13 -2.266E-12 -3.110E-12 -3.474E-12 -3.740E-12 -3.558E-12 -2.620E-12 -1.474E-12 -5.688E-13
0.000E+00
0.000E+00 -9.720E-22 -3.011E-21 -4.125E-21 -4.611E-21 -4.966E-21 -4.729E-21 -3.485E-21 -1.956E-21 -7.586E-22
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1Y VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 -7.458E-08 -7.454E-08 -7.452E-08 -7.457E-08 -7.476E-08 -7.503E-08 -7.531E-08 -7.552E-08 -7.563E-08
0.000E+00
0.000E+00 -1.398E-07 -1.396E-07 -1.394E-07 -1.394E-07 -1.399E-07 -1.406E-07 -1.413E-07 -1.418E-07 -1.421E-07
0.000E+00
0.000E+00 -1.215E-07 -1.209E-07 -1.198E-07 -1.188E-07 -1.202E-07 -1.218E-07 -1.231E-07 -1.238E-07 -1.242E-07
0.000E+00
0.000E+00 -1.046E-07 -1.033E-07 -9.992E-08 -9.216E-08 -1.003E-07 -1.040E-07 -1.059E-07 -1.068E-07 -1.072E-07
0.000E+00
0.000E+00 -9.093E-08 -9.093E-08 -9.095E-08 -9.097E-08 -9.099E-08 -9.101E-08 -9.103E-08 -9.105E-08 -9.106E-08
0.000E+00
0.000E+00 -7.724E-08 -7.855E-08 -8.196E-08 -8.976E-08 -8.171E-08 -7.799E-08 -7.620E-08 -7.533E-08 -7.498E-08
0.000E+00
0.000E+00 -6.032E-08 -6.093E-08 -6.205E-08 -6.308E-08 -6.170E-08 -6.018E-08 -5.906E-08 -5.835E-08 -5.802E-08
0.000E+00
0.000E+00 -4.188E-08 -4.207E-08 -4.233E-08 -4.242E-08 -4.201E-08 -4.141E-08 -4.085E-08 -4.045E-08 -4.024E-08
0.000E+00
0.000E+00 -2.297E-08 -2.301E-08 -2.304E-08 -2.299E-08 -2.280E-08 -2.254E-08 -2.227E-08 -2.206E-08 -2.194E-08
0.000E+00
0.000E+00 -3.977E-09 -3.973E-09 -3.953E-09 -3.896E-09 -3.794E-09 -3.662E-09 -3.530E-09 -3.424E-09 -3.367E-09
0.000E+00
0.000E+00 1.501E-08 1.502E-08 1.504E-08 1.508E-08 1.514E-08 1.521E-08 1.527E-08 1.533E-08 1.535E-08
0.000E+00
0.000E+00 3.397E-08 3.398E-08 3.399E-08 3.402E-08 3.405E-08 3.408E-08 3.411E-08 3.414E-08 3.415E-08
0.000E+00
0.000E+00 5.289E-08 5.290E-08 5.291E-08 5.292E-08 5.294E-08 5.296E-08 5.298E-08 5.299E-08 5.300E-08
0.000E+00
0.000E+00 7.180E-08 7.180E-08 7.181E-08 7.182E-08 7.183E-08 7.184E-08 7.185E-08 7.186E-08 7.186E-08
0.000E+00
0.000E+00 9.070E-08 9.070E-08 9.070E-08 9.071E-08 9.072E-08 9.072E-08 9.073E-08 9.073E-08 9.073E-08
0.000E+00
0.000E+00 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07
0.000E+00
0.000E+00 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07
0.000E+00
0.000E+00 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1 STABILITY CRITERIA --- M.O.C.
0 MAXIMUM FLUID VELOCITIES: X-VEL = 2.72E-08 Y-VEL = 1.51E-07
0 TMV (MAX. INJ.) = 0.12162E+12
TIMV (CELDIS) = 0.74374E+10
0 TIMV = 7.44E+09 NTIMV = 0 NMOV = 1
TIM (N) = 0.31558E+09
TIMEVELO = 0.31558E+09
TIMEDISP = 0.14131E+11
0 TIMV = 3.16E+08 NTIMD = 0 NMOV = 1
0 *TIME INCREMENT FOR SOLUTE TRANSPORT EQUALS TIME STEP FOR FLOW*
0 NO. OF PARTICLE MOVES REQUIRED TO COMPLETE THIS TIME STEP = 1
0 NP = 1458 IMOV = 1
TIM(N) = 0.31558E+09 TIMV = 0.31558E+09 SUMTCH = 0.59959E+10
1CONCENTRATION
NUMBER OF TIME STEPS = 9
DELTA T = 0.31558E+09
TIME(SECONDS) = 0.59959E+10
CHEM.TIME(SECONDS) = 0.59959E+10
CHEM.TIME(DAYS) = 0.69398E+05
TIME(YEARS) = 0.19000E+03
CHEM.TIME(YEARS) = 0.19000E+03
NO. MOVES COMPLETED = 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 13 13 13 13 13 13 13 13 13 0
0 0 20 20 20 20 20 20 20 20 20 0
0 0 38 38 38 38 38 38 38 38 38 0
0 0 125 125 125 125 125 125 125 125 125 0
0 0 461 461 461 461 461 462 462 462 462 0
0 0 1449 1449 1449 1449 1449 1449 1449 1449 1449 0
0 0 0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = -0.82858E+12
MASS PUMPED IN = 0.66793E+12
MASS PUMPED OUT = -0.44551E+02
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = -0.16065E+12
INITIAL MASS DISSOLVED = 0.31012E+13
PRESENT MASS DISSOLVED = 0.28831E+13
CHANGE MASS DISSOLVED = -0.21816E+12
CHANGE TOTL.MASS STORED= -0.21816E+12
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = 0.57511E+11
ERROR (AS PERCENT) = 0.86103E+01
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = -0.17631E+01
1GUADLUPE DELTA MODEL 20ROWS 11COLUMNS STEADY STATE
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 2
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 6 6
0 2.3 0.0 0.000
1 6.7 0.0 190.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 6 12
0 2.2 7.0 0.000
1 9.2 6.7 190.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 6 18
0 1.3 520.0 0.000
1 3.0 461.5 190.000
0
N = 10
NUMBER OF ITERATIONS = 0 (HEADS UNCHANGED)
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 10
TIME(SECONDS) = 0.63115E+10
TIME(DAYS) = 0.73050E+05
TIME(YEARS) = 0.20000E+03
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
0 0.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000 2.0000000
0 0.0000000
0 0.0000000 3.4677204 3.4670234 3.4664971 3.4675760 3.4713354 3.4766855 3.4820589 3.4862271 3.4884736
0 0.0000000
0 0.0000000 4.7513874 4.7478447 4.7432038 4.7427113 4.7529297 4.7675286 4.7813059 4.7914489 4.7967415
0 0.0000000
0 0.0000000 5.8580430 5.8455959 5.8237587 5.8054385 5.8378231 5.8746023 5.9037270 5.9229190 5.9323431
0 0.0000000
0 0.0000000 6.8097807 6.7808566 6.7096944 6.5564245 6.7259573 6.8148573 6.8649280 6.8928373 6.9055195
0 0.0000000
0 0.0000000 7.6474945 7.6351767 7.6135967 7.5956305 7.6284472 7.6656832 7.6952321 7.7147401 7.7243383
0 0.0000000
0 0.0000000 8.3299332 8.3266613 8.3225719 8.3228644 8.3340690 8.3497347 8.3645158 8.3754171 8.3811281
0 0.0000000
0 0.0000000 8.8346176 8.8343276 8.8346827 8.8371201 8.8426990 8.8501028 8.8574503 8.8631357 8.8662202
0 0.0000000
0 0.0000000 9.1541353 9.1545386 9.1556251 9.1576867 9.1608734 9.1647240 9.1685132 9.1714611 9.1730843
0 0.0000000
0 0.0000000 9.2867574 9.2871938 9.2881348 9.2895631 9.2914656 9.2936024 9.2956526 9.2972182 9.2980844
0 0.0000000
0 0.0000000 9.2324006 9.2327362 9.2334210 9.2343654 9.2355416 9.2368004 9.2379805 9.2388539 9.2393398
0 0.0000000
0 0.0000000 8.9672074 8.9674440 8.9679167 8.9685337 8.9692790 8.9700528 8.9707676 8.9712783 8.9715632
0 0.0000000
0 0.0000000 8.3901633 8.3903184 8.3906248 8.3910072 8.3914629 8.3919261 8.3923509 8.3926421 8.3928047
0 0.0000000
0 0.0000000 7.4698656 7.4699595 7.4701479 7.4703710 7.4706360 7.4709010 7.4711439 7.4713008 7.4713908
0 0.0000000
0 0.0000000 6.2705987 6.2706542 6.2707674 6.2708943 6.2710455 6.2711948 6.2713322 6.2714149 6.2714639
0 0.0000000
0 0.0000000 4.7924791 4.7925099 4.7925737 4.7926417 4.7927232 4.7928028 4.7928766 4.7929178 4.7929431
0 0.0000000
0 0.0000000 3.0355906 3.0356043 3.0356330 3.0356626 3.0356981 3.0357326 3.0357648 3.0357817 3.0357924
0 0.0000000
0 0.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000 1.0000000
0 0.0000000
0 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000
0 0.0000000
1HEAD DISTRIBUTION - ROW
NUMBER OF TIME STEPS = 10
TIME(SECONDS) = 0.63115E+10
TIME(DAYS) = 0.73050E+05
TIME(YEARS) = 0.20000E+03
0 0 0 0 0 0 0 0 0 0 0 0
0 0 2 2 2 2 2 2 2 2 2 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 9 9 9 9 9 9 9 9 9 0
0 0 8 8 8 8 8 8 8 8 8 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 6 6 6 6 6 6 6 6 6 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 3 3 3 3 3 3 3 3 3 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 0 0 0 0 0 0 0 0 0 0
1DRAWDOWN
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 -1 -1 -1 -1 -1 -1 -1 -1 -1 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -4 -4 -4 -4 -4 -4 -4 -4 -4 0
0 -5 -4 -4 -4 -4 -5 -5 -5 -5 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -7 -7 -7 -7 -7 -7 -7 -7 -7 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -6 -6 -6 -6 -6 -6 -6 -6 -6 0
0 -5 -5 -5 -5 -5 -5 -5 -5 -5 0
0 -3 -3 -3 -3 -3 -3 -3 -3 -3 0
0 -2 -2 -2 -2 -2 -2 -2 -2 -2 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 CUMULATIVE MASS BALANCE -- (IN FT**3)
RECHARGE AND INJECTION = -0.12656E+10
PUMPAGE AND E-T WITHDRAWAL = 0.26824E+08
CUMULATIVE NET PUMPAGE = -0.12387E+10
WATER RELEASE FROM STORAGE = 0.00000E+00
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.12389E+10
CUMULATIVE NET LEAKAGE = -0.12389E+10
0 MASS BALANCE RESIDUAL = -0.21241E+06
ERROR (AS PERCENT) = -0.16783E-01
0 RATE MASS BALANCE -- (IN C.F.S.)
LEAKAGE INTO AQUIFER = 0.00000E+00
LEAKAGE OUT OF AQUIFER = -0.19211E+00
NET LEAKAGE (QNET) = -0.19211E+00
RECHARGE AND INJECTION = -0.20052E+00
PUMPAGE AND E-T WITHDRAWAL = 0.85000E-02
NET WITHDRAWAL (TPUM) = -0.19202E+00
1X VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 1.112E-19 1.951E-19 -8.815E-20 -7.716E-19 -1.453E-18 -1.710E-18 -1.522E-18 -1.023E-18 -3.583E-19
0.000E+00
0.000E+00 5.581E-11 9.795E-11 -4.425E-11 -3.874E-10 -7.294E-10 -8.587E-10 -7.640E-10 -5.136E-10 -1.799E-10
0.000E+00
0.000E+00 2.837E-10 6.553E-10 4.111E-10 -7.788E-10 -1.987E-09 -2.272E-09 -1.915E-09 -1.236E-09 -4.238E-10
0.000E+00
0.000E+00 9.967E-10 2.745E-09 3.216E-09 -1.126E-09 -5.538E-09 -5.277E-09 -3.869E-09 -2.291E-09 -7.546E-10
0.000E+00
0.000E+00 2.316E-09 8.014E-09 1.797E-08 -1.302E-09 -2.069E-08 -1.113E-08 -6.244E-09 -3.250E-09 -1.016E-09
0.000E+00
0.000E+00 9.863E-10 2.714E-09 3.167E-09 -1.189E-09 -5.609E-09 -5.348E-09 -3.928E-09 -2.331E-09 -7.686E-10
0.000E+00
0.000E+00 2.620E-10 5.894E-10 3.040E-10 -9.206E-10 -2.152E-09 -2.438E-09 -2.056E-09 -1.330E-09 -4.573E-10
0.000E+00
0.000E+00 2.322E-11 -5.212E-12 -2.236E-10 -6.419E-10 -1.040E-09 -1.181E-09 -1.044E-09 -7.022E-10 -2.470E-10
0.000E+00
0.000E+00 -3.230E-11 -1.193E-10 -2.521E-10 -4.202E-10 -5.635E-10 -6.117E-10 -5.395E-10 -3.660E-10 -1.300E-10
0.000E+00
0.000E+00 -3.494E-11 -1.103E-10 -1.897E-10 -2.667E-10 -3.234E-10 -3.353E-10 -2.895E-10 -1.947E-10 -6.936E-11
0.000E+00
0.000E+00 -2.687E-11 -8.170E-11 -1.305E-10 -1.698E-10 -1.950E-10 -1.953E-10 -1.644E-10 -1.088E-10 -3.891E-11
0.000E+00
0.000E+00 -1.579E-11 -4.733E-11 -7.271E-11 -9.090E-11 -1.014E-10 -9.933E-11 -8.178E-11 -5.309E-11 -1.901E-11
0.000E+00
0.000E+00 -8.283E-12 -2.464E-11 -3.677E-11 -4.474E-11 -4.905E-11 -4.740E-11 -3.822E-11 -2.422E-11 -8.679E-12
0.000E+00
0.000E+00 -5.012E-12 -1.507E-11 -2.197E-11 -2.605E-11 -2.829E-11 -2.712E-11 -2.134E-11 -1.318E-11 -4.804E-12
0.000E+00
0.000E+00 -2.962E-12 -9.002E-12 -1.282E-11 -1.485E-11 -1.604E-11 -1.530E-11 -1.175E-11 -7.029E-12 -2.613E-12
0.000E+00
0.000E+00 -1.644E-12 -5.049E-12 -7.035E-12 -7.980E-12 -8.601E-12 -8.189E-12 -6.141E-12 -3.551E-12 -1.348E-12
0.000E+00
0.000E+00 -7.328E-13 -2.266E-12 -3.110E-12 -3.474E-12 -3.740E-12 -3.558E-12 -2.620E-12 -1.474E-12 -5.688E-13
0.000E+00
0.000E+00 -9.720E-22 -3.011E-21 -4.125E-21 -4.611E-21 -4.966E-21 -4.729E-21 -3.485E-21 -1.956E-21 -7.586E-22
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1Y VELOCITIES
AT NODES
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
0.000E+00 -7.458E-08 -7.454E-08 -7.452E-08 -7.457E-08 -7.476E-08 -7.503E-08 -7.531E-08 -7.552E-08 -7.563E-08
0.000E+00
0.000E+00 -1.398E-07 -1.396E-07 -1.394E-07 -1.394E-07 -1.399E-07 -1.406E-07 -1.413E-07 -1.418E-07 -1.421E-07
0.000E+00
0.000E+00 -1.215E-07 -1.209E-07 -1.198E-07 -1.188E-07 -1.202E-07 -1.218E-07 -1.231E-07 -1.238E-07 -1.242E-07
0.000E+00
0.000E+00 -1.046E-07 -1.033E-07 -9.992E-08 -9.216E-08 -1.003E-07 -1.040E-07 -1.059E-07 -1.068E-07 -1.072E-07
0.000E+00
0.000E+00 -9.093E-08 -9.093E-08 -9.095E-08 -9.097E-08 -9.099E-08 -9.101E-08 -9.103E-08 -9.105E-08 -9.106E-08
0.000E+00
0.000E+00 -7.724E-08 -7.855E-08 -8.196E-08 -8.976E-08 -8.171E-08 -7.799E-08 -7.620E-08 -7.533E-08 -7.498E-08
0.000E+00
0.000E+00 -6.032E-08 -6.093E-08 -6.205E-08 -6.308E-08 -6.170E-08 -6.018E-08 -5.906E-08 -5.835E-08 -5.802E-08
0.000E+00
0.000E+00 -4.188E-08 -4.207E-08 -4.233E-08 -4.242E-08 -4.201E-08 -4.141E-08 -4.085E-08 -4.045E-08 -4.024E-08
0.000E+00
0.000E+00 -2.297E-08 -2.301E-08 -2.304E-08 -2.299E-08 -2.280E-08 -2.254E-08 -2.227E-08 -2.206E-08 -2.194E-08
0.000E+00
0.000E+00 -3.977E-09 -3.973E-09 -3.953E-09 -3.896E-09 -3.794E-09 -3.662E-09 -3.530E-09 -3.424E-09 -3.367E-09
0.000E+00
0.000E+00 1.501E-08 1.502E-08 1.504E-08 1.508E-08 1.514E-08 1.521E-08 1.527E-08 1.533E-08 1.535E-08
0.000E+00
0.000E+00 3.397E-08 3.398E-08 3.399E-08 3.402E-08 3.405E-08 3.408E-08 3.411E-08 3.414E-08 3.415E-08
0.000E+00
0.000E+00 5.289E-08 5.290E-08 5.291E-08 5.292E-08 5.294E-08 5.296E-08 5.298E-08 5.299E-08 5.300E-08
0.000E+00
0.000E+00 7.180E-08 7.180E-08 7.181E-08 7.182E-08 7.183E-08 7.184E-08 7.185E-08 7.186E-08 7.186E-08
0.000E+00
0.000E+00 9.070E-08 9.070E-08 9.070E-08 9.071E-08 9.072E-08 9.072E-08 9.073E-08 9.073E-08 9.073E-08
0.000E+00
0.000E+00 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07 1.096E-07
0.000E+00
0.000E+00 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07 1.285E-07
0.000E+00
0.000E+00 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08 6.896E-08
0.000E+00
0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00
0.000E+00
1 STABILITY CRITERIA --- M.O.C.
0 MAXIMUM FLUID VELOCITIES: X-VEL = 2.72E-08 Y-VEL = 1.51E-07
0 TMV (MAX. INJ.) = 0.12162E+12
TIMV (CELDIS) = 0.74374E+10
0 TIMV = 7.44E+09 NTIMV = 0 NMOV = 1
TIM (N) = 0.31558E+09
TIMEVELO = 0.31558E+09
TIMEDISP = 0.14131E+11
0 TIMV = 3.16E+08 NTIMD = 0 NMOV = 1
0 *TIME INCREMENT FOR SOLUTE TRANSPORT EQUALS TIME STEP FOR FLOW*
0 NO. OF PARTICLE MOVES REQUIRED TO COMPLETE THIS TIME STEP = 1
0 NP = 1458 IMOV = 1
TIM(N) = 0.31558E+09 TIMV = 0.31558E+09 SUMTCH = 0.63115E+10
1CONCENTRATION
NUMBER OF TIME STEPS = 10
DELTA T = 0.31558E+09
TIME(SECONDS) = 0.63115E+10
CHEM.TIME(SECONDS) = 0.63115E+10
CHEM.TIME(DAYS) = 0.73050E+05
TIME(YEARS) = 0.20000E+03
CHEM.TIME(YEARS) = 0.20000E+03
NO. MOVES COMPLETED = 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 1 1 1 1 1 1 1 1 0
0 0 5 5 5 5 5 5 5 5 5 0
0 0 7 7 7 7 7 7 7 7 7 0
0 0 10 10 10 10 10 10 10 10 10 0
0 0 13 13 13 13 13 13 13 13 13 0
0 0 18 18 18 18 18 18 18 18 18 0
0 0 38 38 38 38 38 38 38 38 38 0
0 0 126 126 126 126 126 126 126 126 126 0
0 0 466 466 466 466 466 466 466 466 466 0
0 0 1463 1463 1463 1463 1463 1463 1463 1463 1463 0
0 0 0 0 0 0 0 0 0 0 0 0
CHEMICAL MASS BALANCE
MASS IN BOUNDARIES = 0.00000E+00
MASS OUT BOUNDARIES = -0.87130E+12
MASS PUMPED IN = 0.70309E+12
MASS PUMPED OUT = -0.63630E+02
MASS LOST BY DECAY = 0.00000E+00
MASS ADSORBED ON SOLIDS= 0.00000E+00
INITIAL MASS ADSORBED = 0.00000E+00
INFLOW MINUS OUTFLOW = -0.16821E+12
INITIAL MASS DISSOLVED = 0.31012E+13
PRESENT MASS DISSOLVED = 0.29073E+13
CHANGE MASS DISSOLVED = -0.19393E+12
CHANGE TOTL.MASS STORED= -0.19393E+12
COMPARE RESIDUAL WITH NET FLUX AND MASS ACCUMULATION:
MASS BALANCE RESIDUAL = 0.25719E+11
ERROR (AS PERCENT) = 0.36580E+01
COMPARE INITIAL MASS STORED WITH CHANGE IN MASS STORED:
ERROR (AS PERCENT) = -0.78665E+00
1GUADLUPE DELTA MODEL 20ROWS 11COLUMNS STEADY STATE
0 TIME VERSUS HEAD AND CONCENTRATION AT SELECTED OBSERVATION POINTS
PUMPING PERIOD NO. 2
0 STEADY-STATE SOLUTION
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
1 6 6
0 2.3 0.0 0.000
1 6.7 0.0 200.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
2 6 12
0 2.2 7.0 0.000
1 9.2 6.7 200.000
0 OBS.WELL NO. X Y N HEAD (FT) CONC.(MG/L) TIME (YEARS)
3 6 18
0 1.3 520.0 0.000
1 3.0 466.1 200.000
END OF SIMULATION BY USGS MOC
ascii_array=[
[2,2,2,2,2,2,2,2,2,2,2],
[2,2,2,2,2,2,2,2,2,2,2],
[1.9824704,1.9824704,1.9817755,1.9812523,1.9823327,1.9860897,1.9914353,1.9968044,2.0009695,2.0032144,2.0032144],
[1.9493786,1.9493786,1.9458412,1.9412092,1.9407227,1.9509342,1.9655228,1.9792917,1.9894292,1.9947191,1.9947191],
[1.9077647,1.9077647,1.8953256,1.8735055,1.8552067,1.8875707,1.9243329,1.9534483,1.9726357,1.9820581,1.9820581],
[1.8797366,1.8797366,1.8508128,1.7796579,1.6264312,1.7959227,1.8848174,1.9348898,1.9628007,1.9754839,1.9754839],
[1.9062448,1.9062448,1.8939348,1.8723718,1.8544265,1.8872218,1.9244401,1.953979,1.9734819,1.9830781,1.9830781],
[1.9459812,1.9459812,1.9427145,1.9386335,1.9389311,1.9501274,1.9657812,1.9805524,1.9914468,1.9971545,1.9971545],
[1.976452,1.976452,1.976164,1.9765218,1.9789592,1.9845336,1.9919303,1.9992708,2.0049506,2.0080323,2.0080323],
[1.9902456,1.9902456,1.9906493,1.9917361,1.9937963,1.9969799,2.0008261,2.0046107,2.0075548,2.009176,2.009176],
[1.9856354,1.9856354,1.9860716,1.9870122,1.9884389,1.9903391,1.9924731,1.9945204,1.9960834,1.9969483,1.9969483],
[1.9625396,1.9625396,1.9628748,1.9635591,1.9645021,1.9656767,1.9669334,1.9681117,1.9689833,1.9694683,1.9694683],
[1.9170766,1.9170766,1.9173128,1.9177851,1.918401,1.9191451,1.9199175,1.920631,1.9211405,1.9214248,1.9214248],
[1.8371684,1.8371684,1.8373234,1.8376294,1.8380111,1.8384659,1.8389282,1.8393522,1.8396425,1.8398047,1.8398047],
[1.7219858,1.7219858,1.7220795,1.7222678,1.7224904,1.7227548,1.7230192,1.7232617,1.7234179,1.7235076,1.7235076],
[1.5805758,1.5805758,1.5806312,1.5807443,1.5808709,1.5810217,1.5811706,1.5813077,1.58139,1.5814388,1.5814388],
[1.4130549,1.4130549,1.4130857,1.4131494,1.4132173,1.4132985,1.413378,1.4134515,1.4134926,1.4135177,1.4135177],
[1.2195073,1.2195073,1.219521,1.2195498,1.2195792,1.2196147,1.2196491,1.2196811,1.219698,1.2197086,1.2197086],
[1,1,1,1,1,1,1,1,1,1,1],
[1,1,1,1,1,1,1,1,1,1,1]
]
distancex=[0 for i in range(len(ascii_array[0]))]
distancey=[0 for j in range(len(ascii_array))]
deltax = 444
deltay = 700
distancex[0]=deltax/2
for i in range(1,len(distancex)):
distancex[i]= distancex[i-1]+deltax
distancey[0]=deltay/2
for i in range(1,len(distancey)):
distancey[i]= distancey[i-1]+deltay
dymax = max(distancey)
for i in range(len(distancey)):
distancey[i]=dymax-distancey[i]
############# Contour Plot
nrows=len(distancey)
ncols=len(distancex)
my_xyz = [] # empty list
for irow in range(nrows):
for jcol in range(ncols):
# my_xyz.append([distancex[0][jcol],distancey[0][irow],head[irow][jcol]])
my_xyz.append([distancex[jcol],distancey[irow],ascii_array[irow][jcol]])
import pandas
my_xyz = pandas.DataFrame(my_xyz) # convert into a data frame
#print(my_xyz) # activate to examine the dataframe
import numpy
import matplotlib.pyplot
from scipy.interpolate import griddata
# extract lists from the dataframe
coord_x = my_xyz[0].values.tolist() # column 0 of dataframe
coord_y = my_xyz[1].values.tolist() # column 1 of dataframe
coord_z = my_xyz[2].values.tolist() # column 2 of dataframe
coord_xy = numpy.column_stack((coord_x, coord_y))
# Set plotting range in original data units
lon = numpy.linspace(min(coord_x), max(coord_x), 1100)
lat = numpy.linspace(min(coord_y), max(coord_y), 2100)
X, Y = numpy.meshgrid(lon, lat)
# Grid the data; use linear interpolation (choices are nearest, linear, cubic)
Z = griddata(numpy.array(coord_xy), numpy.array(coord_z), (X, Y), method='cubic')
# Build the map
fig, ax = matplotlib.pyplot.subplots()
fig.set_size_inches(5.5, 10.5)
levels1 = [1.0,1.1,1.2,1.3,1.4,1.5,1.6,1.7,1.8,1.9,1.925,1.95,1.975,1.99,2.0]
CS = ax.contour(X, Y, Z, levels1)
ax.clabel(CS, inline=2, fontsize=16)
ax.set_xlabel('Easting (feet)')
ax.set_ylabel('Northing (feet)')
ax.set_title('Contour Plot of Heads from Guadelupe Basin after 100 years pumping')
Text(0.5, 1.0, 'Contour Plot of Heads from Guadelupe Basin after 100 years pumping')
ascii_array=[
[0,0,0,0,0,0,0,0,0,0,0],
[0,0,0,0,0,0,0,0,0,0,0],
[0,0,0,0,0,0,0,0,0,0,0],
[0,0,0,0,0,0,0,0,0,0,0],
[0,0,0,0,0,0,0,0,0,0,0],
[0,0,0,0,0,0,0,0,0,0,0],
[0,0,0,0,0,0,0,0,0,0,0],
[0,0,0,0,0,0,0,0,0,0,0],
[0,0,0,0,0,0,0,0,0,0,0],
[1,1,1,1,1,1,1,1,1,1,1],
[5,5,5,5,5,5,5,5,5,5,5],
[7,7,7,7,7,7,7,7,7,7,7],
[10,10,10,10,10,10,10,9,9,9,9],
[13,13,13,13,13,13,13,13,13,13,13],
[27,27,27,27,27,27,27,27,27,27,27],
[76,76,76,76,76,76,76,76,76,76,76],
[237,237,237,237,237,237,237,237,237,237,237],
[612,612,612,612,612,612,612,612,612,612,612],
[1215,1215,1215,1215,1215,1215,1215,1215,1215,1215,1215],
[1215,1215,1215,1215,1215,1215,1215,1215,1215,1215,1215]
]
distancex=[0 for i in range(len(ascii_array[0]))]
distancey=[0 for j in range(len(ascii_array))]
deltax = 444
deltay = 700
distancex[0]=deltax/2
for i in range(1,len(distancex)):
distancex[i]= distancex[i-1]+deltax
distancey[0]=deltay/2
for i in range(1,len(distancey)):
distancey[i]= distancey[i-1]+deltay
dymax = max(distancey)
for i in range(len(distancey)):
distancey[i]=dymax-distancey[i]
############# Contour Plot
nrows=len(distancey)
ncols=len(distancex)
my_xyz = [] # empty list
for irow in range(nrows):
for jcol in range(ncols):
# my_xyz.append([distancex[0][jcol],distancey[0][irow],head[irow][jcol]])
my_xyz.append([distancex[jcol],distancey[irow],ascii_array[irow][jcol]])
import pandas
my_xyz = pandas.DataFrame(my_xyz) # convert into a data frame
#print(my_xyz) # activate to examine the dataframe
import numpy
import matplotlib.pyplot
from scipy.interpolate import griddata
# extract lists from the dataframe
coord_x = my_xyz[0].values.tolist() # column 0 of dataframe
coord_y = my_xyz[1].values.tolist() # column 1 of dataframe
coord_z = my_xyz[2].values.tolist() # column 2 of dataframe
coord_xy = numpy.column_stack((coord_x, coord_y))
# Set plotting range in original data units
lon = numpy.linspace(min(coord_x), max(coord_x), 1100)
lat = numpy.linspace(min(coord_y), max(coord_y), 2100)
X, Y = numpy.meshgrid(lon, lat)
# Grid the data; use linear interpolation (choices are nearest, linear, cubic)
Z = griddata(numpy.array(coord_xy), numpy.array(coord_z), (X, Y), method='cubic')
# Build the map
fig, ax = matplotlib.pyplot.subplots()
fig.set_size_inches(5.5, 10.5)
levels1 = [10,20,30,40,50,100,200,300,400,500,1000,2000,3000,4000,5000,10000]
CS = ax.contour(X, Y, Z, levels1)
ax.clabel(CS, inline=2, fontsize=16)
ax.set_xlabel('Easting (feet)')
ax.set_ylabel('Northing (feet)')
ax.set_title('Contour Plot of Concentration from Guadelupe Basin')
Text(0.5, 1.0, 'Contour Plot of Concentration from Guadelupe Basin')
