用线性元计算水闸地板下稳定渗流.doc

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1、用线性元计算水闸地板下稳定渗流场输入数据：linerelementzhanglei300002040608010012014016018020020220420620820101810161014101210101081061041021001008060402101010101010101010101010101010101010101010101010101010101010000000000000101010101010101001000100010001000100010010101010101010101010***************************

2、****************************************************linerelementzhangleidatanumberofboundaryelements=30numberofinternalpointswherethefunctioniscalculated=0coordinatesoftheextermepointsoftheboundaryelementspointxy10.00000E+000.00000E+0020.20000E+010.00000E+0030.40000E+010.00000E+0040.60000E

3、+010.00000E+0050.80000E+010.00000E+0060.10000E+020.00000E+0070.12000E+020.00000E+0080.14000E+020.00000E+0090.16000E+020.00000E+00100.18000E+020.00000E+00110.20000E+020.00000E+00120.20000E+020.20000E+01130.20000E+020.40000E+01140.20000E+020.60000E+01150.20000E+020.80000E+01160.20000E+020.10

4、000E+02170.18000E+020.10000E+02180.16000E+020.10000E+02190.14000E+020.10000E+02200.12000E+020.10000E+02210.10000E+020.10000E+02220.80000E+010.10000E+02230.60000E+010.10000E+02240.40000E+010.10000E+02250.20000E+010.10000E+02260.00000E+000.10000E+02270.00000E+000.80000E+01280.00000E+000.6000

5、0E+01290.00000E+000.40000E+01300.00000E+000.20000E+01boundadryconditions------firstnode------------secondnode------precribedprecribedelementvaluecodevaluecode10.0000000E+0010.0000000E+00120.0000000E+0010.0000000E+00130.0000000E+0010.0000000E+00140.0000000E+0010.0000000E+00150.0000000E+0010

6、.0000000E+00160.0000000E+0010.0000000E+00170.0000000E+0010.0000000E+00180.0000000E+0010.0000000E+00190.0000000E+0010.0000000E+001100.0000000E+0010.0000000E+001110.0000000E+0010.0000000E+001120.0000000E+0010.0000000E+001130.0000000E+0010.0000000E+001140.0000000E+0010.0000000E+001150.0000000

7、E+0010.0000000E+001160.0000000E+0000.0000000E+000170.0000000E+0000.0000000E+000180.0000000E+0000.0000000E+000190.0000000E+0010.0000000E+001200.0000000E+0010.0000000E+001210.0000000E+0010.0000000E+001220.0000000E+0010.0000000E+001230.1000000E+0300.1000000E+0302