*HEADING
EARTH DAM
STEADY STATE FREE SURFACE SEEPAGE      
*** UNITS: M, KG, SEC, NEWTON
*NODE,NSET=ALLN
1,0.,0.
39,4.8768,0.
601,1.8288,1.8288
639,3.048,1.8288
*NGEN,NSET=BOT
1,39,1
*NGEN,NSET=TOP
601,639,1
*NFILL,NSET=ALLN
BOT,TOP,12,50
*NSET,NSET=PORN0,GENERATE
1,39
*NSET,NSET=PORN01,GENERATE
51,89,2
*NSET,NSET=PORN1,GENERATE
101,139
*NSET,NSET=PORN11,GENERATE
151,189,2
*NSET,NSET=PORN2,GENERATE
201,239
*NSET,NSET=PORN21,GENERATE
251,289,2
*NSET,NSET=PORN3,GENERATE
301,339
*NSET,NSET=PORN31,GENERATE
351,389,2
*NSET,NSET=PORN4,GENERATE
401,439
*NSET,NSET=PORN41,GENERATE
451,489,2
*NSET,NSET=PORN5,GENERATE
501,539
*NSET,NSET=PORN51,GENERATE
551,589,2
*NSET,NSET=PORN6,GENERATE
601,639
*NSET,NSET=PORN
 PORN0, PORN1, PORN2, PORN3,PORN11, PORN21
*NSET,NSET=OUTN,GENERATE
1,601,100
21,621,100
*ELEMENT,TYPE=CPE8RP,ELSET=DAM
1,1,3,103,101,2,53,102,51
*ELGEN,ELSET=DAM
1,19,2,1,6,100,20
*ELSET,ELSET=FSIDE,GENERATE
19,119,20
*ELSET,ELSET=FBOT,GENERATE
16,19
*ELSET,ELSET=OUTE,GENERATE
11,111,20
*SOLID SECTION,ELSET=DAM,MATERIAL=FILL
*MATERIAL,NAME=FILL
*ELASTIC
1000., 
*DENSITY
2000., 
*PERMEABILITY,SPECIFIC=10000.
2.1167E-4, 
*SORPTION
-100000.,.04
-10000.,.05
0.,1.
*INITIAL CONDITIONS,TYPE=SATURATION
ALLN,1.
*INITIAL CONDITIONS,TYPE=PORE PRESSURE
PORN, 12192.0, 0.0, 0.0, 1.2192
PORN4,0.
PORN5,0.
PORN41,0.
PORN51,0.
PORN6,0.
*INITIAL CONDITIONS,TYPE=RATIO
ALLN,1.
*BOUNDARY
ALLN,1
ALLN,2
*RESTART,WRITE,FREQUENCY=10
*STEP,INC=5
*SOILS
.2,1.
*DLOAD
DAM,GRAV,10.,0.,-1.,0.
*BOUNDARY
1,8,,12192.
51,8,,10668.
101,8,,9144.
151,8,,7620.
201,8,,6096.
251,8,,4572.
301,8,,3048.
351,8,,1524.
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