*Heading
Earth Dam - steady state free surface seepage
*** Units: M, Kg, Sec, Newton
*Node,nset=alln
*Element, type=CPE6MP, elset=dam
*Solid Section, elset=dam, material=FILL
 1.,
*Nset, nset=node14
*Nset, nset=node15
*Nset, nset=node17
*Nset, nset=node18
*Nset, nset=node21
*Nset, nset=node62
*Nset, nset=node78
*Nset, nset=node80
*Nset, nset=node83
*Nset, nset=node212
*Nset, nset=node214
*Nset, nset=node260
*Nset, nset=node262
*Nset, nset=node266
*Nset, nset=node271
*Nset, nset=node285
*Nset, nset=node281
*Elset, elset=initialp1
*Nset,nset=initialp1,elset=initialp1
*Nset, nset=initialp0
*Elset, elset=FSIDE_S3
*Elset, elset=FSIDE_S1
*Elset, elset=FSIDE_S2
*Surface, type=ELEMENT, name=FSIDE
 FSIDE_S3, S3
 FSIDE_S1, S1
 FSIDE_S2, S2
*Elset, elset=FBOT_S3
*Elset, elset=FBOT_S1
*Surface, type=ELEMENT, name=FBOT
 FBOT_S3, S3
 FBOT_S1, S1
**
** MATERIALS
**
*Material, name=fill
*Density
 2000.,
*Elastic
 1000.,0.
*Permeability, specific=10000.
 0.00021667,0.
*Sorption
*Initial Conditions,type=saturation
 alln, 1.
*Initial Conditions,type=ratio
 alln, 1.
*Initial Conditions,type=pore pressure
 initialp1, 12192., 0., 0., 1.2192
 initialp0, 0.
** ----------------------------------------------------------------
**
** STEP: Step-1
**
*Step, name=Step-1
 steady state seepage
*Soils, utol=1e8
**
** BOUNDARY CONDITIONS
**
*Boundary
 node15,  8, 8, 12192.
 node214, 8, 8, 11430.
 node62,  8, 8, 10668.
 node212, 8, 8,  9906.
 node14,  8, 8,  9144.
 node262, 8, 8,  8382.
 node78,  8, 8,  7620.
 node260, 8, 8,  6858.
 node17,  8, 8,  6096.
 node271, 8, 8,  5334.
 node80,  8, 8,  4572.
 node266, 8, 8,  3810.
 node18,  8, 8,  3048.
 node285, 8, 8,  2286.
 node83,  8, 8,  1524.
 node281, 8, 8,   762.
 node21,  8, 8,     0.
   alln,  1, 2
**
** LOADS
**
*Sflow
 FSIDE, QD, 0.1
 FBOT,  QD, 0.1
*Dload
 dam, GRAV, 10., 0., -1.
**
** OUTPUT REQUESTS
**
*Output, field
*Node Output
 POR,
*Element Output
 SAT, POR
*Output, history, freq=0
*El Print, freq=0
*Node Print, freq=0
*End Step