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.riv FILE TYPE:RIV UNIT 16 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 RIV -- RIVER PACKAGE, VERSION 7, 5/2/2005 INPUT READ FROM UNIT 16 TNO version v7r1, 28 apr 2009 # River Package file No named parameters MAXIMUM OF 1 ACTIVE RIVER REACHES AT ONE TIME CELL-BY-CELL FLOWS WILL BE SAVED ON UNIT 30 LISTS OF RIVER CELLS WILL NOT BE PRINTED AUXILIARY RIVER VARIABLE: RFCT AUXILIARY RIVER VARIABLE: ISUB RFACT variabel RFCT used as infiltration factor. RSUBSYS variabel ISUB used for sub-system indices. 0 River 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 157 RIVER REACHES SOLVING FOR HEAD SOLVING FOR HEAD SOLVING FOR HEAD SOLVING FOR HEAD 4 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 48 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 3.278 0 1.285 0 1.058 0 0.7949 ( 1, 5, 99) ( 2, 1, 99) ( 2, 3, 96) ( 2, 2, 87) ( 2, 1, 93) 0 0.7978 0 0.6624 0 0.4928 0 0.6518 0 0.4230 ( 2, 3, 88) ( 2, 3, 81) ( 1, 5, 78) ( 2, 2, 79) ( 2, 5, 75) 0 0.2504 0 0.2861 0 0.1075 0 0.5872E-01 0 0.5936E-01 ( 2, 2, 63) ( 2, 1, 70) ( 2,100, 44) ( 2, 2, 57) ( 2, 1, 63) 0 0.4404E-01 0 0.3934E-01 0 0.3244E-01 0 0.2154E-01 0 0.1079E-01 ( 2, 99, 39) ( 2,100, 35) ( 2,100, 28) ( 1,100, 23) ( 2, 99, 22) 1 -1.187 0 -0.4686 0 -0.3312 0 -0.2918 0 -0.2315 ( 1, 90, 89) ( 2, 85, 85) ( 1, 83, 81) ( 2,100, 75) ( 1,100, 69) 0 -0.1663 0 -0.1249 0 -0.9958E-01 0 -0.7557E-01 0 -0.5444E-01 ( 1,100, 61) ( 2,100, 54) ( 2,100, 37) ( 2,100, 30) ( 2,100, 23) 0 -0.3601E-01 0 -0.2615E-01 0 -0.1844E-01 0 -0.1082E-01 0 -0.7691E-02 ( 1,100, 20) ( 2, 6, 68) ( 2, 5, 75) ( 2, 82, 29) ( 2, 2, 71) 0 -0.4173E-02 0 -0.2363E-02 0 -0.2039E-02 0 0.1349E-02 0 -0.1271E-02 ( 2, 2, 78) ( 2, 3, 72) ( 2, 1, 78) ( 1, 59, 70) ( 2, 2, 46) 1 -0.5247E-03 0 -0.4328E-03 0 -0.4185E-03 0 -0.3446E-03 0 -0.2456E-03 ( 2, 3, 88) ( 2, 5, 50) ( 2, 3, 54) ( 2, 3, 50) ( 1, 2, 55) 0 -0.1521E-03 0 -0.9909E-04 1 0.3794E-04 ( 2, 1, 60) ( 2, 2, 70) ( 2, 2, 70) 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 -254.2 0 80.68 0 102.9 0 -37.42 0 69.35 ( 2, 1, 99) ( 2, 1, 98) ( 2, 1, 99) ( 2,100,100) ( 2, 2, 98) 0 32.39 0 -41.63 0 -34.59 0 -26.17 0 -28.23 ( 2, 99, 99) ( 2, 2, 98) ( 2, 2, 98) ( 2, 4, 97) ( 2, 3, 97) 0 13.56 0 9.956 0 8.085 0 4.125 0 2.204 ( 2, 99, 99) ( 2, 3, 97) ( 2,100, 99) ( 2,100, 99) ( 2, 4, 96) 0 -3.114 0 -1.882 0 -0.9970 0 -1.161 0 -0.5752 ( 2,100, 99) ( 2,100, 99) ( 2, 6, 94) ( 2, 99,100) ( 2, 99,100) 1 -17.87 0 -19.91 0 11.68 0 -9.870 0 4.909 ( 1, 89, 89) ( 1, 90, 89) ( 1, 88, 86) ( 1, 89, 91) ( 1, 90, 88) 0 -3.920 0 -3.892 0 3.002 0 2.083 0 -1.909 ( 1, 88, 86) ( 1, 88, 82) ( 1, 91, 87) ( 1, 91, 89) ( 1, 91, 87) 0 -1.309 0 0.8929 0 0.6540 0 0.4194 0 -0.2627 ( 1, 91, 88) ( 1, 91, 86) ( 1, 91, 86) ( 1, 91, 87) ( 2, 79, 99) 0 -0.1606 0 0.8325E-01 0 -0.6524E-01 0 -0.5068E-01 0 -0.3857E-01 ( 1, 91, 86) ( 2, 80, 99) ( 1, 92, 85) ( 1, 92, 86) ( 2, 81, 99) 1 -0.1706E-01 0 -0.1587E-01 0 0.1737E-01 0 0.9629E-02 0 0.8173E-02 ( 1, 88, 92) ( 2, 82, 98) ( 2, 81, 99) ( 1, 88, 92) ( 2, 82, 98) 0 -0.5858E-02 0 0.3280E-02 1 0.1818E-02 ( 2, 82, 99) ( 1, 91, 86) ( 1, 91, 86) OUTPUT CONTROL FOR STRESS PERIOD 1 TIME STEP 1 SAVE HEAD FOR ALL LAYERS SAVE BUDGET 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 = 3340.4980 RIVER LEAKAGE = 0.0000 RIVER LEAKAGE = 0.0000 TOTAL IN = 0.0000 TOTAL IN = 3340.4980 OUT: OUT: ---- ---- STORAGE = 0.0000 STORAGE = 0.0000 CONSTANT HEAD = 0.0000 CONSTANT HEAD = 0.0000 RIVER LEAKAGE = 0.0000 RIVER LEAKAGE = 3340.5249 TOTAL OUT = 0.0000 TOTAL OUT = 3340.5249 IN - OUT = 0.0000 IN - OUT = -2.6855E-02 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 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 16:08:06 Elapsed run time: 4.032 Seconds