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Added 4 csub package example problems
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‎mf6/test061_csub_jacob/compare/fig4_base.hds.cmp

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‎mf6/test061_csub_jacob/description.txt

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This is the Jacob (1939) train problem simulates elastic compaction of aquifer materials in response to the loading of an aquifer by
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a passing train. The problem is described in the MODFLOW 6 CSUB Package Example Problems document released with MODFLOW 6 (version 6.1.0 or higher). This problem demonstrates elastic compaction of coarse-grained aquifer materials and time-varying loading at the surface to simulate the train passing an observation well in MODFLOW 6. The default effective-stress formulation is used to simulate coarse-grained material compaction.

‎mf6/test061_csub_jacob/fig4_base.csub

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BEGIN options
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PRINT_INPUT
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SAVE_FLOWS
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GAMMAW 9806.65000000
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BETA 4.65120000E-10
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UPDATE_MATERIAL_PROPERTIES
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TS6 FILEIN fig4_base.load.ts
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OBS6 FILEIN fig4_base.csub.obs
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END options
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BEGIN dimensions
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NINTERBEDS 0
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MAXSIG0 1
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END dimensions
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BEGIN griddata
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cg_ske_cr LAYERED
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CONSTANT 3.30000000E-05
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CONSTANT 6.60000000E-04
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CONSTANT 4.49913843E-07
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cg_theta LAYERED
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CONSTANT 0.25000000
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CONSTANT 0.50000000
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CONSTANT 0.30000000
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sgm
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CONSTANT 1.70000000
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sgs
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CONSTANT 2.00000000
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END griddata
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BEGIN period 1
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1 1 1 load
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END period 1
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‎mf6/test061_csub_jacob/fig4_base.csub.obs

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BEGIN options
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DIGITS 10
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PRINT_INPUT
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END options
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BEGIN continuous FILEOUT csub_obs.csv
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tc1 compaction-cell 1 1 1
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tc2 compaction-cell 2 1 1
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tc3 compaction-cell 3 1 1
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wc1 compaction-cell 1 1 12
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wc2 compaction-cell 2 1 12
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wc3 compaction-cell 3 1 12
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tes3 estress-cell 3 1 1
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tgs3 gstress-cell 3 1 1
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END continuous FILEOUT csub_obs.csv
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‎mf6/test061_csub_jacob/fig4_base.dis

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BEGIN options
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END options
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BEGIN dimensions
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NLAY 3
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NROW 1
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NCOL 35
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END dimensions
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BEGIN griddata
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delr
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INTERNAL FACTOR 1.0
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0.50000000 0.60000000 0.72000000 0.86400000 1.03680000 1.24416000 1.49299200 1.79159040 2.14990848 2.57989018 3.09586821 3.71504185 4.45805022 5.34966027 6.41959232 7.70351079 9.24421294 11.09305553 13.31166664 15.97399997
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19.16879996 23.00255995 27.60307195 33.12368633 39.74842360 47.69810832 57.23772999 68.68527598 82.42233118 98.90679742 100.00000000 100.00000000 100.00000000 100.00000000 100.00000000
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delc
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CONSTANT 100.58491653
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top
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CONSTANT 0.00000000
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botm LAYERED
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CONSTANT -12.20000000
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CONSTANT -21.30000000
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CONSTANT -30.50000000
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END griddata
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‎mf6/test061_csub_jacob/fig4_base.ic

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BEGIN griddata
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strt
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CONSTANT -10.66809721
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END griddata
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‎mf6/test061_csub_jacob/fig4_base.ims

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BEGIN options
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PRINT_OPTION summary
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END options
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BEGIN nonlinear
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OUTER_HCLOSE 1.00000000E-09
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OUTER_MAXIMUM 500
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UNDER_RELAXATION none
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END nonlinear
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BEGIN linear
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INNER_MAXIMUM 300
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INNER_HCLOSE 1.00000000E-09
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inner_rclose 1.00000000E-06
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LINEAR_ACCELERATION bicgstab
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RELAXATION_FACTOR 1.00000000
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SCALING_METHOD none
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REORDERING_METHOD none
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END linear
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‎mf6/test061_csub_jacob/fig4_base.load.ts

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BEGIN attributes
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NAMES load
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METHODS linear
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SFACS 1.05000000
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END attributes
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BEGIN timeseries
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0.00000000 0.80960210
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0.50000000 0.80960210
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1.00000000 0.80960211
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1.50000000 0.80960212
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2.00000000 0.80960210
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10.00000000 0.80912043
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10.50000000 0.80885893
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11.00000000 0.81258710
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11.50000000 0.82110941
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12.00000000 0.83458525
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12.50000000 0.85302994
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13.00000000 0.87985583
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19.00000000 1.61866946
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21.00000000 2.05216507
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21.50000000 2.18289205
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45.00000000 0.58114009
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53.50000000 0.08853821
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57.50000000 0.00000000
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58.00000000 0.00000000
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58.50000000 0.00000000
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59.00000000 0.00000000
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END timeseries
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‎mf6/test061_csub_jacob/fig4_base.nam

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BEGIN options
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NEWTON
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END options
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BEGIN packages
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dis6 fig4_base.dis dis
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ic6 fig4_base.ic ic
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npf6 fig4_base.npf npf
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obs6 fig4_base.obs head_obs
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sto6 fig4_base.sto sto
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csub6 fig4_base.csub csub
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oc6 fig4_base.oc oc
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END packages
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‎mf6/test061_csub_jacob/fig4_base.npf

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BEGIN options
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SAVE_FLOWS
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SAVE_SPECIFIC_DISCHARGE
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END options
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BEGIN griddata
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icelltype LAYERED
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CONSTANT 1
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CONSTANT 0
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CONSTANT 0
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k LAYERED
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CONSTANT 1.80000000E-05
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CONSTANT 3.50000000E-10
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CONSTANT 3.10070996E-05
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k33 LAYERED
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CONSTANT 1.80000000E-05
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CONSTANT 3.50000000E-10
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CONSTANT 3.10070996E-05
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END griddata
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‎mf6/test061_csub_jacob/fig4_base.obs

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BEGIN options
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DIGITS 10
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PRINT_INPUT
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END options
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BEGIN continuous FILEOUT gwf_calib_obs.csv
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w3_1_1 head 3 1 12
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END continuous FILEOUT gwf_calib_obs.csv
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‎mf6/test061_csub_jacob/fig4_base.oc

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BEGIN options
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BUDGET FILEOUT fig4_base.cbc
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HEAD FILEOUT fig4_base.hds
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HEAD PRINT_FORMAT COLUMNS 10 WIDTH 15 DIGITS 6 general
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END options
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BEGIN period 1
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SAVE head all
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SAVE budget all
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PRINT head all
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PRINT budget all
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END period 1
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‎mf6/test061_csub_jacob/fig4_base.sto

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BEGIN options
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END options
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BEGIN griddata
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iconvert
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CONSTANT 1
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ss
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CONSTANT 0.00000000
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sy LAYERED
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CONSTANT 0.10000000
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CONSTANT 0.05000000
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CONSTANT 0.25000000
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END griddata
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BEGIN period 1
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STEADY-STATE
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END period 1
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BEGIN period 2
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TRANSIENT
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END period 2
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‎mf6/test061_csub_jacob/fig4_base.tdis

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BEGIN options
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TIME_UNITS seconds
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END options
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BEGIN dimensions
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NPER 2
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END dimensions
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BEGIN perioddata
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0.50000000 1 1.00000000
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58.50000000 117 1.00000000
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END perioddata
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‎mf6/test061_csub_jacob/mfsim.nam

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BEGIN options
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END options
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BEGIN timing
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TDIS6 fig4_base.tdis
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END timing
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BEGIN models
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gwf6 fig4_base.nam fig4_base
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END models
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BEGIN exchanges
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END exchanges
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BEGIN solutiongroup 1
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ims6 fig4_base.ims fig4_base
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END solutiongroup 1
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‎mf6/test062_csub_sub01/compare/sub01es.hds.cmp

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‎mf6/test062_csub_sub01/description.txt

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This is the Problem 1 from the Subsidence Package for MODFLOW-2000 documentation (Hoffman and others, 2003), which is described in the MODFLOW 6 CSUB Package Example Problems document released with MODFLOW 6 (version 6.1.0 or higher). This simulates the drainage of a thick interbed caused by a step decrease in hydraulic head in the aquifer in MODFLOW 6. The thick interbed is simulated using a delay-bed interbed and the default effective-stress formulation is used to simulate thick interbed compaction.

‎mf6/test062_csub_sub01/mfsim.nam

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BEGIN options
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END options
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BEGIN timing
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TDIS6 sub01es.tdis
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END timing
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BEGIN models
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gwf6 sub01es.nam sub01es
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END models
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BEGIN exchanges
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END exchanges
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BEGIN solutiongroup 1
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ims6 sub01es.ims sub01es
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END solutiongroup 1
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‎mf6/test062_csub_sub01/sub01es.chd

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BEGIN options
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END options
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BEGIN dimensions
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MAXBOUND 2
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END dimensions
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BEGIN period 1
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1 1 1 0.00000000
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1 1 3 0.00000000
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END period 1
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