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~Simulation Title Card
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1,
STOMP Example Problem W-1,
Mart Oostrom/Mark White,
PNNL,
June 03,
15:00,
1,
Vertical flow in 1D column,


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~Solution Control Card
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Normal,
STOMP-W,
1,
0,s,1,d,1,s,1,d,1.25,8,1.e-6,
10000,
0,


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~Grid Card
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Uniform Cartesian,
1,1,10,
0.1,m,
0.1,m,
0.1,m,


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~Rock/Soil Zonation Card
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1,
Sand,1,1,1,1,1,10,


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~Mechanical Properties Card
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Sand,2650,kg/m^3,0.4,0.4,,,Millington and Quirk,


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~Hydraulic Properties Card
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Sand,,,,,10.0,hc m/day,


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~Saturation Function Card
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Sand,Van Genuchten,2.5,1/m,2.0,0.10,,


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~Aqueous Relative Permeability Card
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Sand,Mualem,,


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~Initial Conditions Card
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Gas Pressure, Aqueous Pressure,
1,
Aqueous Pressure,110629,Pa,,,,,-9793.52,1/m,1,1,1,1,1,10,


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~Boundary Conditions Card
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2,
top,dirichlet,
1,1,1,1,10,10,1,
0,d,102304,Pa,
bottom,dirichlet,
1,1,1,1,1,1,1,
0,d,111119,Pa,


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~Output Options Card
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10,
1,1,10,
1,1,9,
1,1,8,
1,1,7,
1,1,6,
1,1,5,
1,1,4,
1,1,3,
1,1,2,
1,1,1,
1,1,hr,cm,6,6,6,
4,
aqueous saturation,,
aqueous pressure,Pa,
aqueous hydraulic head,cm,
znc aqueous volumetric flux,cm/day, 
1,
12,hr,
5,
no restart,,
aqueous saturation,,
aqueous pressure,Pa,
aqueous hydraulic head,cm,
znc aqueous volumetric flux,cm/day, 


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~Surface Card
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2,
Aqueous Volumetric Flux,l/day,l,top,1,1,1,1,10,10,
Aqueous Volumetric Flux,l/day,l,bottom,1,1,1,1,1,1,