*HEADING
EARTH DAM
STEADY STATE FREE SURFACE SEEPAGE
*** UNITS: M, KG, SEC, NEWTON
*NODE,NSET=ALLN
*NGEN,NSET=BOT
*NGEN,NSET=TOP
*NFILL,NSET=ALLN
BOT,TOP,12,50
*NSET,NSET=PORN0,GENERATE
*NSET,NSET=PORN1,GENERATE
*NSET,NSET=PORN2,GENERATE
*NSET,NSET=PORN3,GENERATE
*NSET,NSET=PORN4,GENERATE
*NSET,NSET=PORN5,GENERATE
*NSET,NSET=PORN6,GENERATE
*NSET,NSET=PORN
 PORN0, PORN1, PORN2, PORN3
*NSET,NSET=OUTN,GENERATE
*ELEMENT,TYPE=CPE8RP,ELSET=DAM
*ELGEN,ELSET=DAM
*ELSET,ELSET=FSIDE,GENERATE
*ELSET,ELSET=FBOT,GENERATE
*ELSET,ELSET=OUTE,GENERATE
*SOLID SECTION,ELSET=DAM,MATERIAL=FILL
*MATERIAL,NAME=FILL
*ELASTIC
1000.,
*DENSITY
2000.,
*PERMEABILITY,SPECIFIC=10000.
2.1167E-4,
*SORPTION
*INITIAL CONDITIONS,TYPE=SATURATION
ALLN,1.
*INITIAL CONDITIONS,TYPE=PORE PRESSURE
PORN, 12192.0, 0.0, 0.0, 1.2192
PORN4,0.
PORN5,0.
PORN6,0.
*INITIAL CONDITIONS,TYPE=RATIO
ALLN,1.
*BOUNDARY
ALLN,1
ALLN,2
*RESTART,WRITE,FREQUENCY=10
*STEP,INC=5
*SOILS
*DLOAD
DAM,GRAV,10.,0.,-1.,0.
*BOUNDARY
1,8,,12192.
101,8,,9144.
201,8,,6096.
301,8,,3048.
401,8,,0.
*FLOW
FSIDE,Q2D,0.1
FBOT,Q1D,0.1
*CONTROLS,ANALYSIS=DISCONTINUOUS
*NODE PRINT,FREQUENCY=10,NSET=OUTN
POR,
*EL PRINT,FREQUENCY=10,ELSET=OUTE
SAT,POR
*NODE FILE,FREQUENCY=10,NSET=OUTN
POR,
*OUTPUT,FIELD,FREQ=10
*NODE OUTPUT,NSET=OUTN
POR,
*EL FILE,FREQUENCY=10,ELSET=OUTE
SAT,POR
*OUTPUT,FIELD,FREQ=10
*ELEMENT OUTPUT,ELSET=OUTE
SAT,POR
*END STEP