=========================== SUMMARY OF MODEL SIMULATION =========================== Logfile for IMODFLOW v2.6.53 ACTIVE MODULES/PACKAGES =================================================================== Module 1 present inactive SIMGRO Module 2 present active IBOUND Module 3 present active STARTING_HEAD Module 4 present active TRANSMISSIVITIES Module 5 present active VERTICAL_RESIST._VALUES Module 6 present inactive STORAGE_COEFFICIENTS Module 7 present inactive PERCHED_WATER_TABLE Module 8 present active ANISOTROPY Module 9 present active HORIZONTAL_FLOW_BARRIER Module 10 present inactive TOP_OF_AQUIFER Module 11 present inactive BOTTOM_OF_AQUIFER Module 12 not present CONCENTRATION Module 13 not present HORIZONTAL_K_VALUE Module 14 not present VERTICAL_K_VALUE Module 15 not present INTERBED_STORAGE Module 16 not present PARAMETER ESTIMATION Module 17 not present VERTICAL ANISOTROPY Module 18 not present STREAM FLOW THICKNESS Module 19 not present COMMON POINTER MODULE Module 20 not present STORAGE COEFFICIENT MODU Module 21 not present SUBSIDENCE_CREEP_PACKAGE Package 1 present active WELLS Package 2 present active DRAINS Package 3 present active RIVERS Package 4 present active EVAPOTRANSPIRATION Package 5 present active GENERAL_HEAD_BOUNDARY Package 6 present active RECHARGE Package 7 present active OVERLANDFLOW Package 8 present active CONSTANT_HEAD Package 9 present active SEGMENT_RIVER =================================================================== Solving system (ncol x nrow x nlay): 100 x 100 x 2 Given window of interest: Xmin - Xmax - Delta X (m): 200000.00 202500.00 2500.00 Ymin - Ymax - Delta Y (m): 400000.00 402500.00 2500.00 Computed window of simulation: Cellsize - Buffer (m) : 25.00 0.00 Xmin - Xmax - Delta X (m): 200000.00 202500.00 2500.00 Ymin - Ymax - Delta Y (m): 400000.00 402500.00 2500.00 Total Area (km2) : 6.25 Processing IBOUND module Assigned P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\BOUNDARY\IMODFLOW_IBOUND1.IDF * Modellayer: 1; Mult. Factor: 1.000; Addition: 0.000 Read Constant Value 1.000 * Modellayer: 2; Mult. Factor: 1.000; Addition: 0.000 Constant Value becomes 1.000 Processing STARTING_HEAD module Assigned P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\STARTING_HEADS\IMODFLOW_SHEAD1.IDF * Modellayer: 1; Mult. Factor: 1.000; Addition: 0.000 Assigned P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\STARTING_HEADS\IMODFLOW_SHEAD2.IDF * Modellayer: 2; Mult. Factor: 1.000; Addition: 0.000 Processing TRANSMISSIVITIES module Assigned P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\TRANSMISSIVITY\IMODFLOW_KD1.IDF * Modellayer: 1; Mult. Factor: 1.000; Addition: 0.000 kD >= 0.000 Assigned P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\TRANSMISSIVITY\IMODFLOW_KD2.IDF * Modellayer: 2; Mult. Factor: 1.000; Addition: 0.000 kD >= 0.000 Processing VERTICAL_RESIST._VALUES module Assigned P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\VERTICAL_RESISTANCE\IMODFLOW_C1.IDF * Modellayer: 1; Mult. Factor: 1.000; Addition: 0.000 C >= 0.1000E-02 and vcond <=0.1000E+07 Processing ANISOTROPY module Assigned P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\ANISOTROPY\IMODFLOW_ANIFCT1.IDF * Modellayer: 1; Mult. Factor: 1.000; Addition: 0.000 Assigned P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\ANISOTROPY\IMODFLOW_ANIHK1.IDF * Modellayer: 1; Mult. Factor: 1.000; Addition: 0.000 Processing HORIZONTAL_FLOW_BARRIER module Assigned P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\HORIZONTAL_BARRIER\IMODFLOW_HFB2.GEN * Modellayer: 2; Mult. Factor: 0.1000E-01; Addition: 0.000 Computing face-blocks due to Horizontal Flow Barrier (HFB) ... Finished computing face-blocks due to Horizontal Flow Barrier (HFB). Checking Anisotropy and Horizontal Flow Barrier (HFB) combinations. Remove Anisotropy for HFB occurences. 0 out of 10000 ANISOTROPY elements removed, remain (9999) for layer 1 0 out of 10000 ANISOTROPY elements removed, remain (9999) for layer 2 Finished Checking HFB-ANI Combinations Busy computing diagonal conductances ... Finished computing diagonal conductances ... Assigning face-blocks due to Horizontal Flow Barrier (HFB) ... ==================================================== Start steady-state period ==================================================== Processing WELLS package Assigned P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\WELLS\IMODFLOW_WELL1.IPF * Modellayer: 1; Mult. Factor: 1.000; Addition: 0.000 Assigned P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\WELLS\IMODFLOW_WELL2.IPF * Modellayer: 1; Mult. Factor: 0.5000; Addition: 0.000 Processing DRAINS package Assigned P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\DRAINAGE\IMODFLOW_DRN_COND1.IDF * Modellayer: 1; Mult. Factor: 1.000; Addition: 0.000 Assigned P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\DRAINAGE\IMODFLOW_DRN_ELEV1.IDF * Modellayer: 1; Mult. Factor: 1.000; Addition: 0.000 Processing RIVERS package Assigned P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\RIVERS\IMODFLOW_RIV_COND1.IDF * Modellayer: 1; Mult. Factor: 1.000; Addition: 0.000 Assigned P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\RIVERS\IMODFLOW_RIV_STAGE1.IDF * Modellayer: 1; Mult. Factor: 1.000; Addition: 0.000 Assigned P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\RIVERS\IMODFLOW_RIV_RBOT1.IDF * Modellayer: 1; Mult. Factor: 1.000; Addition: 0.000 Read Constant Value 1.000 * Modellayer: 1; Mult. Factor: 1.000; Addition: 0.000 Constant Value becomes 1.000 Processing EVAPOTRANSPIRATION package Read Constant Value 0.9500 * Modellayer: 1; Mult. Factor: 1.000; Addition: 0.000 Constant Value becomes 0.9500 Read Constant Value 4.000 * Modellayer: 1; Mult. Factor: 1.000; Addition: 0.000 Constant Value becomes 4.000 Read Constant Value 1.000 * Modellayer: 1; Mult. Factor: 1.000; Addition: 0.000 Constant Value becomes 1.000 Processing GENERAL_HEAD_BOUNDARY package Read Constant Value 10.00 * Modellayer: 1; Mult. Factor: 1.000; Addition: 0.000 Constant Value becomes 10.00 Read Constant Value 1.000 * Modellayer: 1; Mult. Factor: 1.000; Addition: 0.000 Constant Value becomes 1.000 Processing RECHARGE package Assigned P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\RECHARGE\IMODFLOW_RECHARGE1.IDF * Modellayer: 1; Mult. Factor: 1.000; Addition: 0.000 Processing OVERLANDFLOW package OLF Resistance used 1.000 Assigned P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\OVERLANDFLOW\IMODFLOW_OLF1.IDF * Modellayer: 1; Mult. Factor: 1.000; Addition: 0.000 Processing CONSTANT_HEAD package Assigned P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\CONSTANTHEAD\IMODFLOW_CHEAD1.IDF * Modellayer: 1; Mult. Factor: 1.000; Addition: 0.000 Processing SEGMENT_RIVER package Reading P:\1206764-IMOD\IMOD30\TESTBANK\RUNS\TEST_ALL\SEGMENT_RIVERS\RIVER.ISG * Layer: 1 Checking input (and assigning modellayers) ... WEL-elements system:1,layer:1, removed 0/0 errors/outliers from 1 remaining 1 system:2,layer:1, removed 0/0 errors/outliers from 1 remaining 1 DRN-elements system:1,layer:1, removed 0/0 errors/outliers from 1000 remaining 1000 RIV-elements system:1,layer:1, removed 0/2 errors/outliers from 100 remaining 98 EVT-elements system:1,layer:1, removed 0/200 errors/outliers from 10000 remaining 9800 GHB-elements system:1,layer:1, removed 0/200 errors/outliers from 10000 remaining 9800 RCH-elements system:1,layer:1, removed 0/200 errors/outliers from 10000 remaining 9800 OLF-elements system:1,layer:1, removed 0/200 errors/outliers from 10000 remaining 9800 CHD-elements system:1,layer:1, removed 0/9800 errors/outliers from 10000 remaining 200 ISG-elements system:1,layer:1, removed 0/0 errors/outliers from 157 remaining 157 Finished Checking Input (and assigning modellayers). ========================================================================= Solving : 1 out of 1 stress periods Period : [result for] STEADY-STATE Duration: 0.00 days ========================================================================= Head-Closure Cell (lrc) Budget-Closure Cell (lrc) NIter Sol. (crit=.100E-03) (crit=.100E+02) (**) -0.00009443 (2-52-49) 0.00357314 (2-60-41) 17 1 -0.00008404 (2-59-42) 0.00537657 (1-47-52) 31 2 -0.00009160 (2-58-43) -0.00540219 (2-58-43) 44 3 -0.00005897 (2-62-39) -0.00337812 (1-51-47) 56 4 -0.00007515 (2-55-46) -0.00390655 (1-51-47) 67 5 -0.00009399 (2-51-50) -0.00603883 (2-49-49) 77 6 -0.00007432 (2-51-50) -0.00491271 (2-49-49) 87 7 0.00009382 (2-51-50) -0.00660875 (2-49-49) 96 8 0.00006353 (2-59-42) -0.00473161 (2-49-49) 105 9 0.00004570 (2-59-42) -0.00338262 (2-49-49) 114 10 0.00009974 (2-56-45) 0.00593178 (2-50-47) 122 11 0.00006737 (2-56-45) 0.00403506 (2-50-47) 130 12 0.00004701 (2-56-45) 0.00301837 (2-50-47) 138 13 -0.00007610 (2-50-51) 0.00586390 (1-75-25) 145 14 -0.00007262 (2-54-47) 0.00580317 (2-55-46) 152 15 -0.00006174 (2-54-47) 0.00500658 (2-55-46) 159 16 -0.00005259 (2-54-47) 0.00396014 (2-55-46) 166 17 0.00008619 (2-50-51) 0.00586061 (2-54-47) 172 18 0.00007426 (2-50-51) 0.00425429 (1-75-25) 178 19 0.00005717 (2-50-51) 0.00334940 (1-75-25) 184 20 0.00004626 (2-50-51) 0.00264307 (1-75-25) 190 21 0.00003684 (2-50-51) 0.00209668 (1-75-25) 196 22 -0.00008839 (2-54-47) 0.00544095 (2-48-49) 201 23 0.00007247 (2-51-50) 0.00373257 (2-48-49) 206 24 -0.00004302 (2-54-47) 0.00312554 (2-48-49) 211 25 -0.00009945 (2-53-48) 0.00702720 (2-48-49) 215 26 0.00007072 (2-51-49) 0.00637532 (2-48-49) 219 27 -0.00008337 (2-51-50) 0.00562218 (2-48-49) 223 28 -0.00006575 (2-53-48) 0.00539751 (2-48-49) 227 29 -0.00003884 (2-54-47) 0.00353648 (2-48-49) 231 30 -0.00006678 (2-52-49) 0.00475536 (2-48-49) 234 31 -0.00006266 (2-51-50) 0.00423308 (2-48-49) 237 32 -0.00003775 (2-52-49) 0.00358436 (2-48-49) 240 33 0.00008632 (2-53-48) 0.00330248 (2-48-49) 242 34 0.00008988 (2-51-50) 0.00276858 (2-48-49) 244 35 -0.00001854 (2-52-49) 0.00199019 (2-48-49) 246 36 0.00005982 (2-51-50) 0.00171662 (2-48-49) 248 37 0.00002222 (2-53-48) 0.00129929 (2-48-49) 250 38 -0.00005567 (2-52-49) 0.00107779 (2-48-49) 252 39 0.00008209 (2-51-50) -0.00149729 (2-52-49) 254 40 -0.00009412 (2-52-49) 0.00202070 (2-51-50) 256 41 0.00004263 (2-52-49) 0.00060118 (2-55-46) 259 42 -0.00004987 (1-49-49) 0.00284195 (2-53-48) 260 43 ========================================================================= ========================================================================= Model Converged Writing Output ... ======================================================================== ============================================= Resulting Waterbalance for: STEADY-STATE ============================================= Budget Type Q-in (m3/d) Q-out (m3/d) bdgwel 0.00000E+00 -0.37500E+04 bdgdrn 0.00000E+00 -0.75226E+05 bdgriv 0.38753E+03 0.00000E+00 bdgevt 0.00000E+00 0.00000E+00 bdgghb 0.69804E+05 0.00000E+00 bdgrch 0.30672E+04 0.00000E+00 bdgolf 0.00000E+00 0.00000E+00 bdgisg 0.23460E+04 0.00000E+00 bdgbnd 0.33708E+04 0.00000E+00 --------------------------------------------- TOTAL 0.78976E+05 -0.78976E+05 ERROR 0.31250E-01m3 0.000% ============================================= --------------------------------------------- Succesfully completed IMODFLOW v2.6.53 Simulation time: 10 secs./0.17 minutes ---------------------------------------------