MODFLOW-2005 U.S. GEOLOGICAL SURVEY MODULAR FINITE-DIFFERENCE GROUND-WATER FLOW MODEL VERSION 1.8.00 12/18/2009 LIST FILE: imodflow.list UNIT 10 OPENING imodflow.dis FILE TYPE:DIS UNIT 11 STATUS:OLD FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING imodflow.bas6 FILE TYPE:BAS6 UNIT 12 STATUS:OLD FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING imodflow.bcf6 FILE TYPE:BCF6 UNIT 13 STATUS:OLD FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING imodflow.oc FILE TYPE:OC UNIT 14 STATUS:OLD FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING imodflow.met FILE TYPE:MET UNIT 15 STATUS:OLD FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING imodflow.drn FILE TYPE:DRN UNIT 17 STATUS:OLD FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING imodflow.pcg FILE TYPE:PCG UNIT 22 STATUS:OLD FORMAT:FORMATTED ACCESS:SEQUENTIAL # data: BAS -- BASIC PACKAGE, VERSION 7, 5/2/2005 INPUT READ FROM UNIT 12 DISCRETIZATION INPUT DATA READ FROM UNIT 11 # Discretization file 2 LAYERS 100 ROWS 100 COLUMNS 1 STRESS PERIOD(S) IN SIMULATION MODEL TIME UNIT IS DAYS MODEL LENGTH UNIT IS METERS Confining bed flag for each layer: 1 0 DELR = 25.0000 DELC = 25.0000 TOP ELEVATION OF LAYER 1 = 0.00000 MODEL LAYER BOTTOM EL. = 0.00000 FOR LAYER 1 BOT. EL. OF QUASI-3D BED = 0.00000 FOR LAYER 1 MODEL LAYER BOTTOM EL. = 0.00000 FOR LAYER 2 STRESS PERIOD LENGTH TIME STEPS MULTIPLIER FOR DELT SS FLAG ---------------------------------------------------------------------------- 1 0.000000 1 1.000 SS STEADY-STATE SIMULATION # Basic Package file THE FREE FORMAT OPTION HAS BEEN SELECTED OPENING FILE ON UNIT 99: P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\BOUNDARY\IMODFLOW_IBOUND1.IDF FILE IDENTIFIED AS IDF BOUNDARY ARRAY = 1 FOR LAYER 2 AQUIFER HEAD WILL BE SET TO -999.99 AT ALL NO-FLOW NODES (IBOUND=0). OPENING FILE ON UNIT 99: P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\STARTING_HEADS\IMODFLOW_SHEAD1.IDF FILE IDENTIFIED AS IDF OPENING FILE ON UNIT 99: P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\STARTING_HEADS\IMODFLOW_SHEAD2.IDF FILE IDENTIFIED AS IDF OUTPUT CONTROL IS SPECIFIED ONLY AT TIME STEPS FOR WHICH OUTPUT IS DESIRED HEAD PRINT FORMAT CODE IS 0 DRAWDOWN PRINT FORMAT CODE IS 0 HEADS WILL BE SAVED ON UNIT 28 DRAWDOWNS WILL BE SAVED ON UNIT 0 BCF -- BLOCK-CENTERED FLOW PACKAGE, VERSION 7, 5/2/2005 INPUT READ FROM UNIT 13 STEADY-STATE SIMULATION CELL-BY-CELL FLOWS WILL BE SAVED ON UNIT 29 HEAD AT CELLS THAT CONVERT TO DRY= -9999.0 WETTING CAPABILITY IS NOT ACTIVE LAYER LAYER-TYPE CODE INTERBLOCK T -------------------------------------------- 1 0 0 -- HARMONIC 2 0 0 -- HARMONIC COLUMN TO ROW ANISOTROPY = 1.00000 OPENING FILE ON UNIT 99: P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\TRANSMISSIVITY\IMODFLOW_KD1.IDF FILE IDENTIFIED AS IDF OPENING FILE ON UNIT 99: P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\VERTICAL_RESISTANCE\IMODFLOW_C1.IDF FILE IDENTIFIED AS IDF OPENING FILE ON UNIT 99: P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\TRANSMISSIVITY\IMODFLOW_KD2.IDF FILE IDENTIFIED AS IDF DRN -- DRAIN PACKAGE, VERSION 7, 5/2/2005 INPUT READ FROM UNIT 17 # Drain Package file No named parameters MAXIMUM OF 1 ACTIVE DRAINS AT ONE TIME LISTS OF DRAIN CELLS WILL NOT BE PRINTED AUXILIARY DRAIN VARIABLE: ISUB DSUBSYS variabel ISUB used for sub-system indices. 0 Drain parameters PCG -- CONJUGATE-GRADIENT SOLUTION PACKAGE, VERSION 7, 5/2/2005 # Preconditioned Conjugate-Gradient Package MAXIMUM OF 150 CALLS OF SOLUTION ROUTINE MAXIMUM OF 20 INTERNAL ITERATIONS PER CALL TO SOLUTION ROUTINE MATRIX PRECONDITIONING TYPE : 1 SOLUTION BY THE CONJUGATE-GRADIENT METHOD ------------------------------------------- MAXIMUM NUMBER OF CALLS TO PCG ROUTINE = 150 MAXIMUM ITERATIONS PER CALL TO PCG = 20 MATRIX PRECONDITIONING TYPE = 1 RELAXATION FACTOR (ONLY USED WITH PRECOND. TYPE 1) = 0.98000E+00 PARAMETER OF POLYNOMIAL PRECOND. = 2 (2) OR IS CALCULATED : 1 HEAD CHANGE CRITERION FOR CLOSURE = 0.10000E-03 RESIDUAL CHANGE CRITERION FOR CLOSURE = 0.10000E+02 PCG HEAD AND RESIDUAL CHANGE PRINTOUT INTERVAL = 1 PRINTING FROM SOLVER IS LIMITED(1) OR SUPPRESSED (>1) = 0 STEADY-STATE DAMPING PARAMETER = 0.10000E+01 TRANSIENT DAMPING PARAMETER = 0.10000E+01 1 STRESS PERIOD NO. 1, LENGTH = 0.000000 ----------------------------------------------- NUMBER OF TIME STEPS = 1 MULTIPLIER FOR DELT = 1.000 INITIAL TIME STEP SIZE = 0.000000 DATA IDENTIFIED AS GCD DRAIN NO. LAYER ROW COL DRAIN EL. CONDUCTANCE 1 = 625.000 FOR LAYER 1 OPENING FILE ON UNIT 99: P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\OVERLANDFLOW\IMODFLOW_OLF1.IDF FILE IDENTIFIED AS IDF 10000 DRAINS SOLVING FOR HEAD SOLVING FOR HEAD SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 41 TOTAL ITERATIONS MAXIMUM HEAD CHANGE FOR EACH ITERATION (1 INDICATES THE FIRST INNER ITERATION): HEAD CHANGE HEAD CHANGE HEAD CHANGE HEAD CHANGE HEAD CHANGE LAYER,ROW,COL LAYER,ROW,COL LAYER,ROW,COL LAYER,ROW,COL LAYER,ROW,COL --------------------------------------------------------------------------- 1 3.726 0 3.265 0 1.284 0 1.062 0 0.8114 ( 1, 5, 99) ( 2, 1, 99) ( 2, 3, 96) ( 2, 2, 87) ( 2, 1, 93) 0 0.8298 0 0.7227 0 0.6009 0 0.9792 0 0.9332 ( 2, 3, 88) ( 2, 3, 81) ( 1, 5, 78) ( 2, 2, 79) ( 2,100, 63) 0 0.7979 0 0.8099 0 0.3486 0 0.1536 0 0.1169 ( 2,100, 56) ( 2, 1, 70) ( 2, 4, 50) ( 2, 1, 55) ( 2, 1, 62) 0 0.5444E-01 0 0.5353E-01 0 0.5091E-01 0 0.4942E-01 0 0.2986E-01 ( 2, 3, 57) ( 2, 1, 61) ( 2,100, 29) ( 1,100, 24) ( 2, 99, 22) 1 -0.1665E-01 0 0.1457E-01 0 0.1190E-01 0 0.6576E-02 0 0.4759E-02 ( 2, 2, 55) ( 2, 2, 40) ( 2, 1, 46) ( 2, 2, 40) ( 2, 1, 32) 0 -0.4407E-02 0 0.4414E-02 0 -0.2755E-02 0 -0.1588E-02 0 0.1079E-02 ( 2, 4, 66) ( 2, 1, 30) ( 1, 11, 85) ( 2, 2, 91) ( 2, 1, 71) 0 0.6171E-03 0 0.4327E-03 0 0.5406E-03 0 0.5859E-03 0 0.7269E-03 ( 2, 3, 40) ( 1, 5, 44) ( 2, 2, 80) ( 1, 4, 51) ( 2, 2, 55) 0 0.5860E-03 0 0.3624E-03 0 0.3272E-03 0 0.1952E-03 0 0.1500E-03 ( 1, 3, 56) ( 1, 7, 55) ( 2, 23, 79) ( 2, 1, 21) ( 2, 3, 16) 1 0.5998E-04 ( 2, 4, 81) MAXIMUM RESIDUAL FOR EACH ITERATION (1 INDICATES THE FIRST INNER ITERATION): RESIDUAL RESIDUAL RESIDUAL RESIDUAL RESIDUAL LAYER,ROW,COL LAYER,ROW,COL LAYER,ROW,COL LAYER,ROW,COL LAYER,ROW,COL --------------------------------------------------------------------------- 1 -254.3 0 80.10 0 103.9 0 -38.14 0 71.35 ( 2, 1, 99) ( 2, 1, 98) ( 2, 1, 99) ( 2,100,100) ( 2, 2, 98) 0 33.95 0 -48.19 0 -42.38 0 -42.32 0 -57.34 ( 2, 99, 99) ( 2, 2, 98) ( 2, 2, 98) ( 2, 4, 97) ( 2, 3, 97) 0 33.76 0 29.24 0 22.14 0 10.63 0 4.355 ( 2, 99, 99) ( 2, 3, 97) ( 2,100, 99) ( 2,100, 99) ( 2, 4, 96) 0 -5.038 0 -3.236 0 -2.204 0 -3.262 0 -1.665 ( 2,100, 99) ( 2,100, 99) ( 2, 6, 94) ( 2, 99,100) ( 2, 99,100) 1 -0.8908 0 0.4823 0 -0.7340 0 0.3920 0 -0.2351 ( 2, 99,100) ( 2, 8, 93) ( 2,100, 99) ( 2, 99,100) ( 2, 3, 97) 0 0.4035 0 0.2728 0 0.1652 0 0.1387 0 -0.7075E-01 ( 2,100, 99) ( 2, 3, 97) ( 2, 99, 99) ( 2, 99, 99) ( 2,100, 99) 0 -0.4257E-01 0 -0.4288E-01 0 -0.2322E-01 0 0.4185E-01 0 0.3391E-01 ( 2, 99, 99) ( 2, 99, 99) ( 2, 2, 97) ( 2, 99, 99) ( 2, 99, 99) 0 -0.1764E-01 0 -0.2288E-01 0 0.1149E-01 0 -0.1262E-01 0 0.6982E-02 ( 2,100,100) ( 2, 99, 99) ( 2,100, 99) ( 2, 1, 99) ( 2, 99, 99) 1 0.3590E-02 ( 2,100,100) OUTPUT CONTROL FOR STRESS PERIOD 1 TIME STEP 1 SAVE HEAD FOR ALL LAYERS SAVE BUDGET INFO. Sign of cbc-flux FLOW RIGHT FACE is swapped! INFO. Sign of cbc-flux FLOW FRONT FACE is swapped! INFO. Sign of cbc-flux FLOW LOWER FACE is swapped! HEAD WILL BE SAVED ON UNIT 28 AT END OF TIME STEP 1, STRESS PERIOD 1 1 VOLUMETRIC BUDGET FOR ENTIRE MODEL AT END OF TIME STEP 1 IN 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 = 0.0000 CONSTANT HEAD = 196.1980 DRAINS = 0.0000 DRAINS = 0.0000 TOTAL IN = 0.0000 TOTAL IN = 196.1980 OUT: OUT: ---- ---- STORAGE = 0.0000 STORAGE = 0.0000 CONSTANT HEAD = 0.0000 CONSTANT HEAD = 195.4611 DRAINS = 0.0000 DRAINS = 0.0000 TOTAL OUT = 0.0000 TOTAL OUT = 195.4611 IN - OUT = 0.0000 IN - OUT = 0.7369 PERCENT DISCREPANCY = 0.00 PERCENT DISCREPANCY = 0.38 TIME SUMMARY AT END OF TIME STEP 1 IN STRESS PERIOD 1 SECONDS MINUTES HOURS DAYS YEARS ----------------------------------------------------------- TIME STEP LENGTH 0.0000 0.0000 0.0000 0.0000 0.0000 STRESS PERIOD TIME 0.0000 0.0000 0.0000 0.0000 0.0000 TOTAL TIME 0.0000 0.0000 0.0000 0.0000 0.0000 1 Run end date and time (yyyy/mm/dd hh:mm:ss): 2014/09/25 16:08:28 Elapsed run time: 4.376 Seconds