CFVR3403 - Dupuit problem with drain

Dupuit problem to check the saturation line obtained by CivilFEM.

A plane model is used to reproduce the Dupuit problem to check the saturation line obtained by CivilFEM. The model has a drain.
The model is made off a single material taken from CivilFEM's database (soil SC type):

Element types used in the model: PLANE42

Needed CivilFEM Modules:
Geotechnical Module
Bridges and Civil Non Linearities Module
Advanced Prestressed Concrete Module

The example cannot be launched on an educational license.
KEYWORDS
Geotechnics
Seepage Analysis

Model Statistics
Number of elements 317
Number of nodes 363
Number of civil materials 1
Number of cross sections 0
Number of shell vertices 0

Log file: CFVR3403.DAT


   FINISH
  ~CFCLEAR,,1
  ~CFACTIV,GETC,Y
  NomFile='CFVR3403'
  /TITLE, %NomFile%, Dupuit problem

! ---------------------------------------------------------------------------------
! Model definition
! ---------------------------------------------------------------------------------
! Activate Seepage Analysis
~SEEPAGE,2D

/PREP7
! Preprocessor
! --------------------------------------------------
! Materials: Soil
  ~CFMP,1,LIB,SOIL,,SC

! Keypoints
  K,1,0,0
  K,2,400,0
  K,3,400,5
  K,4,500,5
  K,5,200,200

! Lines
  L,1,2
  L,2,3
  L,3,4
 	L,1,5

! Water Table
  X1     = 200     ! X initial point
  Y1     = 200     ! Y initial point
  Z1     =   0     ! Z initial point
  X2     = 450     ! X end point
  Y2     =   5     ! Y end point
  Z2     =   0     ! Z end point
  NPOINTS= 12      ! Number of points dividing line
  Line1 =  4      ! Line over first point rest
  Line2 =  3      ! Line over second point rest
	MAT    =  1      ! Material

  ~WATTAB,X1,Y1,Z1,X2,Y2,Z2,MAT,NPOINTS,Line1,Line2,FIXED,DRAIN

! Finite element Model
  MAT   = 1
  ESIZE =  15
  L1    = 1
  L2    = 2
  L3    = 3
  L4    = 4
  ~SEEPMOD,ADD,MAT ,WT ,ESIZE,L1 ,L2 ,L3 ,L4

 ! Solution
 ! --------------------------------------------------
 ! Displacements
  /SOLU
   HEAD1 = 200
   HEAD2 = 0

  ~DLHEAD,add,4,head1
  ~DLHEAD,add,3,head2

  ~WTSOLVE
/post1
  file,file,seep
  set,last

!--------------------------------------------------------------------------------------
! DATA CHECK
!--------------------------------------------------------------------------------------
! Data comparison number

  NComp = 13
  NComp_ch = 0

! Matrix dim.
  *DIM,LABEL,CHAR,Ncomp,1
  *DIM,LABEL_CH,CHAR,Ncomp_ch,1
  *DIM,VALUE,,Ncomp,3
  *DIM,VALUE_CH,CHAR,Ncomp_ch,3
  *DIM,TOLER,,Ncomp,2
  *DIM,POINTS,,13

! Labels
  LABEL(1,1)  = 'POINT 1 '
  LABEL(2,1)  = 'POINT 2 '
  LABEL(3,1)  = 'POINT 3 '
  LABEL(4,1)  = 'POINT 4 '
  LABEL(5,1)  = 'POINT 5 '
  LABEL(6,1)  = 'POINT 6 '
  LABEL(7,1)  = 'POINT 7 '
  LABEL(8,1)  = 'POINT 8 '
  LABEL(9,1)  = 'POINT 9 '
  LABEL(10,1) = 'POINT 10'
  LABEL(11,1) = 'POINT 11'
  LABEL(12,1) = 'POINT 12'
  LABEL(13,1) = 'POINT 13'

! POINTS
  POINTS  (1)  = 5
  POINTS	(2)  = 21
  POINTS	(3)  = 22
  POINTS	(4)  = 23
  POINTS	(5)  = 24
  POINTS	(6)  = 25
  POINTS	(7)  = 26
  POINTS	(8)  = 27
  POINTS	(9)  = 28
  POINTS	(10) = 29
  POINTS	(11) = 30
  POINTS	(12) = 31
  POINTS	(13) = 7

  ksel,s,kp,,5,
  ksel,a,kp,,7
  ksel,a,kp,,21,31
  nslk,s

  *do,ii,1,13
    xx=KX(POINTS(ii))
    yy=KY(POINTS(ii))
    zz=0
    NN=node(xx,yy,zz)
    ! Geometric heights
    VALUE(ii,2)=ky(POINTS(ii))
    ! Piezometric heights
    *get,VALUE(ii,1),node,nn,head
  *enddo

  ! Warning and error tolerances
  *DO,II,1,13
    TOLER(II, 1)= 1.0
    TOLER(II, 2)= 1.0
  *ENDDO

!--------------------------------------------------------------------------------------
! Results Comparison
!--------------------------------------------------------------------------------------
  COMPARA.MAC

Results

LabelTargetCivilFEMRatioTolerance
POINT 1 200 2001.000 1
POINT 2 188.91 188.921.000 1
POINT 3 179.44 179.451.000 1
POINT 4 170.59 170.61.000 1
POINT 5 162.01 162.021.000 1
POINT 6 153.47 153.481.000 1
POINT 7 144.81 144.821.000 1
POINT 8 135.89 135.911.000 1
POINT 9 126.57 126.611.000 1
POINT 10 116.7 116.751.000 1
POINT 11 106.06 106.120.999 1
POINT 12 94.245 94.3080.999 1
POINT 13 62.493 62.4831.000 1


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