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my_pumping_model.list
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my_pumping_model.list
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MODFLOW-2005
U.S. GEOLOGICAL SURVEY MODULAR FINITE-DIFFERENCE GROUND-WATER FLOW MODEL
VERSION 1.12.00 2/3/2017
LIST FILE: my_pumping_model.list
UNIT 2
OPENING my_pumping_model.dis
FILE TYPE:DIS UNIT 11 STATUS:OLD
FORMAT:FORMATTED ACCESS:SEQUENTIAL
OPENING my_pumping_model.bas
FILE TYPE:BAS6 UNIT 13 STATUS:OLD
FORMAT:FORMATTED ACCESS:SEQUENTIAL
OPENING my_pumping_model.lpf
FILE TYPE:LPF UNIT 15 STATUS:OLD
FORMAT:FORMATTED ACCESS:SEQUENTIAL
OPENING my_pumping_model.wel
FILE TYPE:WEL UNIT 20 STATUS:OLD
FORMAT:FORMATTED ACCESS:SEQUENTIAL
OPENING my_pumping_model.oc
FILE TYPE:OC UNIT 14 STATUS:OLD
FORMAT:FORMATTED ACCESS:SEQUENTIAL
OPENING my_pumping_model.pcg
FILE TYPE:PCG UNIT 27 STATUS:OLD
FORMAT:FORMATTED ACCESS:SEQUENTIAL
OPENING my_pumping_model.cbc
FILE TYPE:DATA(BINARY) UNIT 1 STATUS:REPLACE
FORMAT:BINARY ACCESS:SEQUENTIAL
OPENING my_pumping_model.hds
FILE TYPE:DATA(BINARY) UNIT 51 STATUS:REPLACE
FORMAT:BINARY ACCESS:SEQUENTIAL
BAS -- BASIC PACKAGE, VERSION 7, 5/2/2005 INPUT READ FROM UNIT 13
MODFLOW was compiled using mixed precision
Precision of REAL variables: 6
Precision of DOUBLE PRECISION variables: 15
DISCRETIZATION INPUT DATA READ FROM UNIT 11
# DIS package for MODFLOW-2005, generated by Flopy.
1 LAYERS 25 ROWS 25 COLUMNS
1 STRESS PERIOD(S) IN SIMULATION
MODEL TIME UNIT IS DAYS
MODEL LENGTH UNIT IS METERS
Confining bed flag for each layer:
0
DELR = 4.00000
DELC = 4.00000
TOP ELEVATION OF LAYER 1 = 0.00000
MODEL LAYER BOTTOM EL. = -50.0000 FOR LAYER 1
STRESS PERIOD LENGTH TIME STEPS MULTIPLIER FOR DELT SS FLAG
----------------------------------------------------------------------------
1 1.000000 1 1.000 SS
STEADY-STATE SIMULATION
# BAS6 package for MODFLOW-2005, generated by Flopy.
THE FREE FORMAT OPTION HAS BEEN SELECTED
BOUNDARY ARRAY FOR LAYER 1
READING ON UNIT 13 WITH FORMAT: (25I10)
AQUIFER HEAD WILL BE SET TO -999.99 AT ALL NO-FLOW NODES (IBOUND=0).
INITIAL HEAD FOR LAYER 1
READING ON UNIT 13 WITH FORMAT: (25E15.6)
# OC package for MODFLOW-2005, generated by Flopy.
OUTPUT CONTROL IS SPECIFIED ONLY AT TIME STEPS FOR WHICH OUTPUT IS DESIRED
COMPACT CELL-BY-CELL BUDGET FILES WILL BE WRITTEN
AUXILIARY DATA WILL BE SAVED IN CELL-BY-CELL BUDGET FILES
HEAD PRINT FORMAT CODE IS 0 DRAWDOWN PRINT FORMAT CODE IS 0
HEADS WILL BE SAVED ON UNIT 51 DRAWDOWNS WILL BE SAVED ON UNIT 0
LPF -- LAYER-PROPERTY FLOW PACKAGE, VERSION 7, 5/2/2005
INPUT READ FROM UNIT 15
# LPF package for MODFLOW-2005, generated by Flopy.
CELL-BY-CELL FLOWS WILL BE SAVED ON UNIT 1
HEAD AT CELLS THAT CONVERT TO DRY= -1.00000E+30
No named parameters
LAYER FLAGS:
LAYER LAYTYP LAYAVG CHANI LAYVKA LAYWET
---------------------------------------------------------------------------
1 0 0 1.000E+00 0 0
INTERPRETATION OF LAYER FLAGS:
INTERBLOCK HORIZONTAL DATA IN
LAYER TYPE TRANSMISSIVITY ANISOTROPY ARRAY VKA WETTABILITY
LAYER (LAYTYP) (LAYAVG) (CHANI) (LAYVKA) (LAYWET)
---------------------------------------------------------------------------
1 CONFINED HARMONIC 1.000E+00 VERTICAL K NON-WETTABLE
WETTING CAPABILITY IS NOT ACTIVE IN ANY LAYER
HYD. COND. ALONG ROWS FOR LAYER 1
READING ON UNIT 15 WITH FORMAT: (25E15.6)
VERTICAL HYD. COND. FOR LAYER 1
READING ON UNIT 15 WITH FORMAT: (25E15.6)
WEL -- WELL PACKAGE, VERSION 7, 5/2/2005 INPUT READ FROM UNIT 20
# WEL package for MODFLOW-2005, generated by Flopy.
No named parameters
MAXIMUM OF 1 ACTIVE WELLS AT ONE TIME
0 Well parameters
PCG -- CONJUGATE-GRADIENT SOLUTION PACKAGE, VERSION 7, 5/2/2005
# PCG package for MODFLOW-2005, generated by Flopy.
MAXIMUM OF 50 CALLS OF SOLUTION ROUTINE
MAXIMUM OF 30 INTERNAL ITERATIONS PER CALL TO SOLUTION ROUTINE
MATRIX PRECONDITIONING TYPE : 1
SOLUTION BY THE CONJUGATE-GRADIENT METHOD
-------------------------------------------
MAXIMUM NUMBER OF CALLS TO PCG ROUTINE = 50
MAXIMUM ITERATIONS PER CALL TO PCG = 30
MATRIX PRECONDITIONING TYPE = 1
RELAXATION FACTOR (ONLY USED WITH PRECOND. TYPE 1) = 0.10000E+01
PARAMETER OF POLYNOMIAL PRECOND. = 2 (2) OR IS CALCULATED : 0
HEAD CHANGE CRITERION FOR CLOSURE = 0.10000E-04
RESIDUAL CHANGE CRITERION FOR CLOSURE = 0.10000E-04
PCG HEAD AND RESIDUAL CHANGE PRINTOUT INTERVAL = 999
PRINTING FROM SOLVER IS LIMITED(1) OR SUPPRESSED (>1) = 3
STEADY-STATE DAMPING PARAMETER = 0.10000E+01
TRANSIENT DAMPING PARAMETER = 0.10000E+01
1
STRESS PERIOD NO. 1, LENGTH = 1.000000
-----------------------------------------------
NUMBER OF TIME STEPS = 1
MULTIPLIER FOR DELT = 1.000
INITIAL TIME STEP SIZE = 1.000000
WELL NO. LAYER ROW COL STRESS RATE
--------------------------------------------------
1 1 13 13 -100.0
1 WELL
SOLVING FOR HEAD
OUTPUT CONTROL FOR STRESS PERIOD 1 TIME STEP 1
PRINT HEAD FOR ALL LAYERS
PRINT BUDGET
SAVE HEAD FOR ALL LAYERS
SAVE BUDGET
UBDSV2 SAVING " CONSTANT HEAD" ON UNIT 1 AT TIME STEP 1, STRESS PERIOD 1
UBDSV1 SAVING "FLOW RIGHT FACE " ON UNIT 1 AT TIME STEP 1, STRESS PERIOD 1
UBDSV1 SAVING "FLOW FRONT FACE " ON UNIT 1 AT TIME STEP 1, STRESS PERIOD 1
1
HEAD IN LAYER 1 AT END OF TIME STEP 1 IN STRESS PERIOD 1
---------------------------------------------------------------------------
1 2 3 4 5 6 7 8 9 10
11 12 13 14 15 16 17 18 19 20
21 22 23 24 25
........................................................................................................................
1 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00
10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00
10.00 10.00 10.00 10.00 10.00
2 10.00 9.996 9.992 9.989 9.985 9.981 9.978 9.974 9.971 9.969
9.967 9.965 9.965 9.965 9.967 9.969 9.971 9.974 9.978 9.981
9.985 9.989 9.992 9.996 10.00
3 10.00 9.992 9.985 9.977 9.970 9.962 9.955 9.948 9.942 9.937
9.933 9.930 9.929 9.930 9.933 9.937 9.942 9.948 9.955 9.962
9.970 9.977 9.985 9.992 10.00
4 10.00 9.989 9.977 9.966 9.954 9.943 9.932 9.922 9.912 9.904
9.897 9.893 9.892 9.893 9.897 9.904 9.912 9.922 9.932 9.943
9.954 9.966 9.977 9.989 10.00
5 10.00 9.985 9.970 9.954 9.939 9.924 9.909 9.894 9.880 9.869
9.859 9.853 9.851 9.853 9.859 9.869 9.880 9.894 9.909 9.924
9.939 9.954 9.970 9.985 10.00
6 10.00 9.981 9.962 9.943 9.924 9.904 9.885 9.865 9.847 9.831
9.818 9.810 9.807 9.810 9.818 9.831 9.847 9.865 9.885 9.904
9.924 9.943 9.962 9.981 10.00
7 10.00 9.978 9.955 9.932 9.909 9.885 9.860 9.836 9.812 9.790
9.773 9.760 9.756 9.760 9.773 9.790 9.812 9.836 9.860 9.885
9.909 9.932 9.955 9.978 10.00
8 10.00 9.974 9.948 9.922 9.894 9.865 9.836 9.805 9.775 9.746
9.721 9.703 9.697 9.703 9.721 9.746 9.775 9.805 9.836 9.865
9.894 9.922 9.948 9.974 10.00
9 10.00 9.971 9.942 9.912 9.880 9.847 9.812 9.775 9.736 9.698
9.662 9.635 9.625 9.635 9.662 9.698 9.736 9.775 9.812 9.847
9.880 9.912 9.942 9.971 10.00
10 10.00 9.969 9.937 9.904 9.869 9.831 9.790 9.746 9.698 9.646
9.595 9.551 9.531 9.551 9.595 9.646 9.698 9.746 9.790 9.831
9.869 9.904 9.937 9.969 10.00
11 10.00 9.967 9.933 9.897 9.859 9.818 9.773 9.721 9.662 9.595
9.519 9.444 9.397 9.444 9.519 9.595 9.662 9.721 9.773 9.818
9.859 9.897 9.933 9.967 10.00
12 10.00 9.965 9.930 9.893 9.853 9.810 9.760 9.703 9.635 9.551
9.444 9.307 9.170 9.307 9.444 9.551 9.635 9.703 9.760 9.810
9.853 9.893 9.930 9.965 10.00
13 10.00 9.965 9.929 9.892 9.851 9.807 9.756 9.697 9.625 9.531
9.397 9.170 8.670 9.170 9.397 9.531 9.625 9.697 9.756 9.807
9.851 9.892 9.929 9.965 10.00
14 10.00 9.965 9.930 9.893 9.853 9.810 9.760 9.703 9.635 9.551
9.444 9.307 9.170 9.307 9.444 9.551 9.635 9.703 9.760 9.810
9.853 9.893 9.930 9.965 10.00
15 10.00 9.967 9.933 9.897 9.859 9.818 9.773 9.721 9.662 9.595
9.519 9.444 9.397 9.444 9.519 9.595 9.662 9.721 9.773 9.818
9.859 9.897 9.933 9.967 10.00
16 10.00 9.969 9.937 9.904 9.869 9.831 9.790 9.746 9.698 9.646
9.595 9.551 9.531 9.551 9.595 9.646 9.698 9.746 9.790 9.831
9.869 9.904 9.937 9.969 10.00
17 10.00 9.971 9.942 9.912 9.880 9.847 9.812 9.775 9.736 9.698
9.662 9.635 9.625 9.635 9.662 9.698 9.736 9.775 9.812 9.847
9.880 9.912 9.942 9.971 10.00
18 10.00 9.974 9.948 9.922 9.894 9.865 9.836 9.805 9.775 9.746
9.721 9.703 9.697 9.703 9.721 9.746 9.775 9.805 9.836 9.865
9.894 9.922 9.948 9.974 10.00
19 10.00 9.978 9.955 9.932 9.909 9.885 9.860 9.836 9.812 9.790
9.773 9.760 9.756 9.760 9.773 9.790 9.812 9.836 9.860 9.885
9.909 9.932 9.955 9.978 10.00
20 10.00 9.981 9.962 9.943 9.924 9.904 9.885 9.865 9.847 9.831
9.818 9.810 9.807 9.810 9.818 9.831 9.847 9.865 9.885 9.904
9.924 9.943 9.962 9.981 10.00
21 10.00 9.985 9.970 9.954 9.939 9.924 9.909 9.894 9.880 9.869
9.859 9.853 9.851 9.853 9.859 9.869 9.880 9.894 9.909 9.924
9.939 9.954 9.970 9.985 10.00
22 10.00 9.989 9.977 9.966 9.954 9.943 9.932 9.922 9.912 9.904
9.897 9.893 9.892 9.893 9.897 9.904 9.912 9.922 9.932 9.943
9.954 9.966 9.977 9.989 10.00
23 10.00 9.992 9.985 9.977 9.970 9.962 9.955 9.948 9.942 9.937
9.933 9.930 9.929 9.930 9.933 9.937 9.942 9.948 9.955 9.962
9.970 9.977 9.985 9.992 10.00
24 10.00 9.996 9.992 9.989 9.985 9.981 9.978 9.974 9.971 9.969
9.967 9.965 9.965 9.965 9.967 9.969 9.971 9.974 9.978 9.981
9.985 9.989 9.992 9.996 10.00
25 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00
10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00
10.00 10.00 10.00 10.00 10.00
HEAD WILL BE SAVED ON UNIT 51 AT END OF TIME STEP 1, STRESS PERIOD 1
1
VOLUMETRIC BUDGET FOR ENTIRE MODEL AT END OF TIME STEP 1, STRESS PERIOD 1
------------------------------------------------------------------------------
CUMULATIVE VOLUMES L**3 RATES FOR THIS TIME STEP L**3/T
------------------ ------------------------
IN: IN:
--- ---
STORAGE = 0.0000 STORAGE = 0.0000
CONSTANT HEAD = 100.0000 CONSTANT HEAD = 100.0000
WELLS = 0.0000 WELLS = 0.0000
TOTAL IN = 100.0000 TOTAL IN = 100.0000
OUT: OUT:
---- ----
STORAGE = 0.0000 STORAGE = 0.0000
CONSTANT HEAD = 0.0000 CONSTANT HEAD = 0.0000
WELLS = 100.0000 WELLS = 100.0000
TOTAL OUT = 100.0000 TOTAL OUT = 100.0000
IN - OUT = -7.6294E-06 IN - OUT = -7.6294E-06
PERCENT DISCREPANCY = -0.00 PERCENT DISCREPANCY = -0.00
TIME SUMMARY AT END OF TIME STEP 1 IN STRESS PERIOD 1
SECONDS MINUTES HOURS DAYS YEARS
-----------------------------------------------------------
TIME STEP LENGTH 86400. 1440.0 24.000 1.0000 2.73785E-03
STRESS PERIOD TIME 86400. 1440.0 24.000 1.0000 2.73785E-03
TOTAL TIME 86400. 1440.0 24.000 1.0000 2.73785E-03
1
Run end date and time (yyyy/mm/dd hh:mm:ss): 2020/03/08 19:20:09
Elapsed run time: 0.000 Seconds