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土坝二维渗流问题的有限分析法数值模拟 被引量:4

Numerical Simulation of 2-D Seepage Flow of Earth Dam with Finite Analytic Method
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摘要 采用一种用于不规则边界的有限分析五点格式的方法,对稳定渗流中的非均质各向异性问题进行了计算,给出了适用于非稳定渗流计算的有限分析五点格式,对均质非稳定土坝渗流进行了计算。与其他方法相比,不规则边界的有限分析五点格式具有良好的数值性能。 The new five-point element scheme of finite analytic method for Laplace equation in irregular domain is used to calculate the constant seepage flow in heterogeneous dam body. The 5-point scheme of finite analytic method is given to simulate the unsteady seepage flow. The calculated result fitted well with the one obtained by finite element method. It shows that the five-point element scheme of finite analytic method can be used well to simulate the seepage flow.
出处 《水电能源科学》 2004年第4期51-53,共3页 Water Resources and Power
关键词 非稳定渗流 有限分析 五点格式 unsteady flow finite analytic method five-point element scheme
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参考文献1

  • 1Whey-Fone Tsai,Ching-Jen Chen,Hui-Chun Tien.finite Anlytic Numerical Solutions For Unaturated Flow Irregular Boundaries[J].ASCE,Journal of Hydraulic Engineering,1993,119(11):1 274-1 298

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