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CHAPTER 2: UNCONFINED FREE SURFACE FLOW PROBLEMS

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TITLE CASE 2.01 - Boussinesq Transient-State Problem: Areal Mode

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TITLe CASE 2.01 - Boussinesq Transient-State Problem: Areal Mode
///// Unconfined aquifer in areal mode
///// Analytic solution by Polubarinova-Kochina (Bear,1972, p.384)
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PROBlem with FREE SURFace in AREAl mode
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GRID NODEs 101 BY 3
COOR X MIN 0 MAX = 1
COOR Y RANGE 1.
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SOIL DENSity 2000
SOIL POROsity 0.50
HYDRAULIC S = 1.E-5, KX=0.25, KY=2500, KZ=2500
DATUM 0.
SET P = 1 everywhere
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BOUN X- for P = 0.5
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CONVergenc for FLOW 1.E-5, 500
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DIAGNOSTIC for U and P AT (6,2) every 100 steps
DEBUG GEOMETRY OFF
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SELEct window (1,2) to (999,2) interval of (2,1)
OUTPut U,H for SELEcted window
SAVE off
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SOLVE FOR 0.10 STEPS IN 0.0001
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END
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