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: |
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| 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
| Label | Target | CivilFEM | Ratio | Tolerance |
| POINT 1 | 200 | 200 | 1.000 | 1 |
| POINT 2 | 188.91 | 188.92 | 1.000 | 1 |
| POINT 3 | 179.44 | 179.45 | 1.000 | 1 |
| POINT 4 | 170.59 | 170.6 | 1.000 | 1 |
| POINT 5 | 162.01 | 162.02 | 1.000 | 1 |
| POINT 6 | 153.47 | 153.48 | 1.000 | 1 |
| POINT 7 | 144.81 | 144.82 | 1.000 | 1 |
| POINT 8 | 135.89 | 135.91 | 1.000 | 1 |
| POINT 9 | 126.57 | 126.61 | 1.000 | 1 |
| POINT 10 | 116.7 | 116.75 | 1.000 | 1 |
| POINT 11 | 106.06 | 106.12 | 0.999 | 1 |
| POINT 12 | 94.245 | 94.308 | 0.999 | 1 |
| POINT 13 | 62.493 | 62.483 | 1.000 | 1 |
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