WELCOME TO PARABOLIC ELEMENT BEM PROGRAM

                                I N P U T   D A T A
          BOUNDARY ELEMENT METHOD APPLIED TO POTENTIAL PROBLEMS
          BOUNDARY CONDITIONS ARE ASSIGNED TO ELEMENTS.
                IF ELM TYPE(I) = 1, THEN DIRICHLIT.
                IF ELM TYPE(I) = 2, THEN NEUMANN.


          ====> NUMBER OF ELEMENTS=   11

                    ELM # ---> ELEMENT NUMBER
          ELM #    I    J    K ELM TYPE        BOUNDARY VALUES
              1    1    2    3        2   0.00000   0.00000   0.00000
              2    3    4    5        2   0.00000   0.00000   0.00000
              3    5    6    7        1  20.00000  20.00000  20.00000
              4    7    8    9        1  20.00000  20.00000  20.00000
              5    9   10   11        2   0.00000   0.00000   0.00000
              6   11   12   13        2   0.00000   0.00000   0.00000
              7   13   14   15        1  10.00000  10.00000  10.00000
              8   15   16   17        1  10.00000  11.25000  12.50000
              9   17   18   19        1  12.50000  13.75000  15.00000
             10   19   20   21        1  15.00000  16.25000  17.50000
             11   21   22    1        1  17.50000  18.75000  20.00000



          ====> NUMBER OF BOUNDARY NODES=   22

            NODE     X-COORDINATE     Y-COORDINATE
               1      40.00000000      20.00000000
               2      35.00000000      20.00000000
               3      30.00000000      20.00000000
               4      25.00000000      20.00000000
               5      20.00000000      20.00000000
               6      15.00000000      15.00000000
               7      10.00000000      10.00000000
               8       5.00000000       5.00000000
               9       0.00000000       0.00000000
              10      15.00000000       0.00000000
              11      30.00000000       0.00000000
              12      45.00000000       0.00000000
              13      60.00000000       0.00000000
              14      55.00000000       5.00000000
              15      50.00000000      10.00000000
              16      48.75000000      11.25000000
              17      47.50000000      12.50000000
              18      46.25000000      13.75000000
              19      45.00000000      15.00000000
              20      43.75000000      16.25000000
              21      42.50000000      17.50000000
              22      41.25000000      18.75000000




 ====> NUMBER OF NODES ON FREE SURFACE =           5
  NODAL NUMBER
    1    2    3    4    5




 ====> NUMBER OF NODES ON SEEPAGE FACE =           9
  NODAL NUMBER
   15   16   17   18   19   20   21   22    1
  END OF INPUT-DATA ECHO PRINT



               *** N U M E R I C A L  S O L U T I O N  ***
  -- FLUX ON BOUNDARY -- (QN = HEAT FLUX IN NORMAL DIRECTION)

 ELEMENT NODE-I NODE-J NODE-K            QN(I)            QN(J)            QN(K)
       1      1      2      3  0.0000000000E+00  0.0000000000E+00  0.0000000000E+00
       2      3      4      5  0.0000000000E+00  0.0000000000E+00  0.0000000000E+00
       3      5      6      7 -0.4629375508     -0.1812527288     -0.1357510541    
       4      7      8      9 -0.1357510541     -0.6192324992E-01 -0.2004327095E-02
       5      9     10     11  0.0000000000E+00  0.0000000000E+00  0.0000000000E+00
       6     11     12     13  0.0000000000E+00  0.0000000000E+00  0.0000000000E+00
       7     13     14     15  0.1613558439E-01  0.1653745196      0.8097661705    
       8     15     16     17  0.8097661705      0.6407300384      0.5220634462    
       9     17     18     19  0.5220634462      0.4589920030      0.4002007453    
      10     19     20     21  0.4002007453      0.3457503392      0.2789858457    
      11     21     22      1  0.2789858457      0.2247377878     -0.6530291043E-03




  -- FREE TERM AND POTENTIAL VALUES AT NODAL POINTS --

    NODE      FREE TERM        POTENTIAL
      1       0.470006    10.860264    
      2       0.500000    12.514603    
      3       0.496605    14.570977    
      4       0.500000    16.921124    
      5       0.326739    20.000000    
      6       0.500000    20.000000    
      7       0.500000    20.000000    
      8       0.500193    20.000000    
      9       0.125000    20.000000    
     10       0.500000    19.036930    
     11       0.500000    16.302199    
     12       0.500000    12.381187    
     13       0.125000    10.000000    
     14       0.500193    10.000000    
     15       0.500000    10.000000    
     16       0.500000    10.107533    
     17       0.500000    10.215066    
     18       0.500000    10.322599    
     19       0.499999    10.430132    
     20       0.499991    10.537665    
     21       0.499929    10.645198    
     22       0.499165    10.752731    




  COORDINATES OF SEEPAGE FACE
 X=   50.0000000000000          Y=   10.0000000000000     
 X=   49.8924670128289          Y=   10.1075329871711     
 X=   49.7849340256577          Y=   10.2150659743423     
 X=   49.6774010384866          Y=   10.3225989615134     
 X=   49.5698680513155          Y=   10.4301319486845     
 X=   49.4623350641443          Y=   10.5376649358557     
 X=   49.3548020769732          Y=   10.6451979230268     
 X=   49.2472690898020          Y=   10.7527309101980     
 X=   49.1397361026309          Y=   10.8602638973691     




  COORDINATES OF FREESURFACE
 X=   49.1397361026309          Y=   10.8602638973691     
 X=   45.4972690898020          Y=   12.5146027077983     
 X=   38.8372836025525          Y=   14.5709770646058     
 X=   30.2129223092912          Y=   16.9211242870010     
 X=   20.0000000000000          Y=   20.0000000000000