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YCtl CC y4 IUC 1U~01 JI7tl-HUKfl flLtlUk7, YH]S IYU. tlUJtStl410U9 Y. 14 <br />k?"f' AG H M c ~/ T <br />1~,J i ~l ~ . o u i' <br />1 U.S. GEOLOGICAL SURVEY MODULAR <br />FINITE-DIFFERENCE GROUND-t4ATER MODEL***** win2.out <br />OFinal Simulation - Post Reclamation GW Levels - Doo~e Flats <br />K = .03 (bedrock) K = 100 (fill) <br />1 LAYERS 29 ROWS 17 COLUI4NS <br />1 STRESS PERIOD(S) IN SIMULATION <br />MODEL TIDIE UNIT IS PAYS <br />OI/0 UNITS: <br />ELi+MENT OF IUNIT: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 <br />17 1B 19 20 21 22 23 24 <br />I/O UNIT: 11 12 0 0 0 0 0 0 19 0 0 0 0 0 0 0 <br />0 0 0 0 0 0 0 0 <br />OBAS1 -- BASIC I40DEL PACKAGE, VERSION 1, 12/08/83 IIJPUT READ FROM <br />UNIT 1 <br />ARRAYS RHS AND BUFF WILL SHARE MEMORY. <br />START HEAD WILL BE SAVED <br />4487 ELEMENTS IN X ARRAY ARE USED BY SAS <br />44E7 ELEI4ENT5 OF X ARRAY USED OUT OF 100000 <br />OBCF1 -- BLOCK-CENTERED FLOW PACKAGE, VERSION 1, 12/OE/83 INPUT <br />READ FROM UNIT 11 <br />STEADY-STATE SIMULATION <br />CONSTANT HEAD CELL-BY-CELL FLOWS WILL $E PRINTED <br />LAYER AQUIFER TYPE <br />------------------- <br />1 1 <br />987 ELEMENTS IN X ARRAY ARE USED BY BCF <br />5474 ELEMENTS OF X ARRAY USED OUT OF 100000 <br />OWEL1 -- WELL PACKAGE, VERSION 1, 12/08/83 INPUT READ FROM 12 <br />MAXIMUM OF 8 WELLS <br />CELL-BY-CELL FLOWS WILL B£ PRINTED WHEN ICBCFL NOT 0 <br />32 ELEMENTS IN X ARRAY ARE USED FOR WELLS <br />5506 ELEMENTS OF X ARRAY USED OUT OF 100000 <br />OSIP1 -- STRONGLY IMPLICIT PROCEDURE SOLUTION PACKAGE, VERSION 1, <br />12/08/83 INPUT REAb FROM UNIT 19 <br />MAXIIrf[JM OF 50 ITERATIONS ALLO[4ED FOR CLOSURE <br />5 ITERATION PARAMETERS <br />2177 ELEMENTS IN X ARRAY ART USED BY SIP <br />7683 ELEMENTS OF X ARRAY USED OUT OF 100000 <br />1Fina1 Simulation - Post Reclamation GW Levels - Dowe Flats <br />to be done later <br />0 <br />BOUNDARY ARRAY FOR LAYER <br />1 WILL BE READ ON UNIT 1 USING FORMAT: (40I2) <br />1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 <br />0 1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 <br />0 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 <br />0 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 <br />