#--------------------------------------------------------------------------------- ~Simulation Title Card #--------------------------------------------------------------------------------- 1, STOMP Example Problem W-2, Mart Oostrom, PNNL, June 03, 15:00, 4, Two aquifer problem (Segol 1994, p. 423-432), Two aquifers (5 m thick) separated by an aquitard (10 m thick), Pumping well is screened in the lower aquifer only, No drawdown allowed on other end, #--------------------------------------------------------------------------------- ~Solution Control Card #--------------------------------------------------------------------------------- Normal, Water, 1, 0,s,100,yr,36,s,50,d,1.414,24,1.e-6, 10000, 0, #--------------------------------------------------------------------------------- ~Grid Card #--------------------------------------------------------------------------------- Cylindrical, 13,1,20, 1.0,m,1.195,m,2.365,m,3.955,m,7.285,m,12.715,m,22.885,m,40.315,m,72.085,m,127.915,m, 504.485,m,1495.515,m,4828.485,m,10000,m, 0.,deg,18.,deg, 0,m,20@1.0,m, #--------------------------------------------------------------------------------- ~Rock/Soil Zonation Card #--------------------------------------------------------------------------------- 3, Aquifer1,1,13,1,1,16,20, Aquitard,1,13,1,1,6,15, Aquifer2,1,13,1,1,1,5, #--------------------------------------------------------------------------------- ~Mechanical Properties Card #--------------------------------------------------------------------------------- Aquifer1,2650,kg/m^3,0.30,0.30,1.e-04,1/m,Millington and Quirk, Aquitard,2650,kg/m^3,0.43,0.43,8.e-04,1/m,Millington and Quirk, Aquifer2,2650,kg/m^3,0.30,0.30,1.e-04,1/m,Millington and Quirk, #--------------------------------------------------------------------------------- ~Hydraulic Properties Card #--------------------------------------------------------------------------------- Aquifer1,2.e-05,hc m/s,,,2.e-05,hc m/s, Aquitard,1.e-08,hc m/s,,,1.e-08,hc m/s, Aquifer2,2.e-05,hc m/s,,,2.e-05,hc m/s, #--------------------------------------------------------------------------------- ~Saturation Function Card #--------------------------------------------------------------------------------- Aquifer1,van Genuchten,0.133,1/cm,1.88,0.268,, Aquitard,van Genuchten,0.133,1/cm,1.88,0.268,, Aquifer2,van Genuchten,0.133,1/cm,1.88,0.268,, #--------------------------------------------------------------------------------- ~Aqueous Relative Permeability Card #--------------------------------------------------------------------------------- Aquifer1,Mualem,, Aquitard,Mualem,, Aquifer2,Mualem,, #--------------------------------------------------------------------------------- ~Initial Conditions Card #--------------------------------------------------------------------------------- Gas Pressure,Aqueous Pressure, 1, Aqueous Pressure,684036.8,Pa,,,,,-9793.5,1/m,1,13,1,1,1,20, #--------------------------------------------------------------------------------- ~Boundary Conditions Card #--------------------------------------------------------------------------------- 2, west,neumann, 1,1,1,1,1,5,1, 0,d,-5.02929620e-05,m/s, east,hydraulic gradient, 13,13,1,1,1,20,1, 0,d,684036.8,Pa, #--------------------------------------------------------------------------------- ~Output Options Card #--------------------------------------------------------------------------------- 4, 3,1,3, 7,1,3, 3,1,18, 7,1,10, 1,1,yr,m,deg,6,6,6, 3, aqueous saturation,, aqueous pressure,Pa, aqueous hydraulic head,m, 5, 0.5,d, 1,d, 1,yr, 10,yr, 50,yr, 8, no restart,, aqueous hydraulic head,m, aqueous pressure,Pa, aqueous saturation,, XNC aqueous volumetric flux,m/hr, ZNC aqueous volumetric flux,m/hr, X aqueous volumetric flux,m/hr, Z aqueous volumetric flux,m/hr, #--------------------------------------------------------------------------------- ~Surface Flux Card #--------------------------------------------------------------------------------- 2, aqueous volumetric flux,m^3/day,m^3,west,1,1,1,1,1,5, aqueous volumetric flux,m^3/day,m^3,east,13,13,1,1,1,20,