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本文从各向异性介质中稳定地下水渗流理论出发,用边界元法解决了工程中经常遇到的地下水渗流场问题,并将边界元法与有限元法的计算结果进行比较。结果表明,边界元法具有一定的优越性。
This paper starts from the theory of stabilizing groundwater seepage in anisotropic media and uses the boundary element method to solve the problem of groundwater seepage field often encountered in engineering. The boundary element method and the finite element method are compared. The results show that the boundary element method has certain advantages.