首页> 外文会议>International Symposium on Geoenvironmental Engineering(国际环境岩土工程研讨会 >THE THREE-DIMENSION SATURATED-UNSATURATED SEEPAGE ANALYSIS UNDER ATOMIZED RAIN OF HYDROPOWER PROJECT WITH HIGH SLOPE
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THE THREE-DIMENSION SATURATED-UNSATURATED SEEPAGE ANALYSIS UNDER ATOMIZED RAIN OF HYDROPOWER PROJECT WITH HIGH SLOPE

机译:高边坡水电项目无雨下的三维饱和-非饱和渗流分析

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摘要

Based on the background of Goupitan Hydropower Project high slope to research saturated-unsaturated seepage problems under atomized rain .Firstly, influence factor of flood discharge atomization is analyzed, the rainfall intensity and distribution of flood discharge atomization is researched by fuzzy mathematics, using the measured data, and a membership function of flood discharge atomization is built on the basis of statistical analysis and expertise, and then forecast the rainfall intensity and range by the fuzzy comprehensive judge. Secondly, According to the control equation of saturated-unsaturated state, the integral saturated-unsaturated unsteady seepage control equation is constituted on the connection of saturation degree. The FEM computation format of mathematic model is deduced by Galerkin weighing margin method, the compute iterate mode of nonlinear FEM is developed, and the three dimensional FEM program of computing saturated-unsaturated unsteady seepage under ground seepage condition by FORTRAN language, the solving technical methods and convergence speed are improved. At last, based on the slope geological characteristics, the slope geological model and calculation model are building, the saturated-unsaturated seepage field under ground seepage condition for the high rocky slope is simulated, and the result could provide important scientific references for seepage control measures and safety estimate in Hydropower Project.
机译:以构皮滩水电站高边坡为背景,研究雾化雨水下的饱和-非饱和渗流问题。首先,分析了泄洪雾化的影响因素,运用模糊数学方法,研究了降雨强度和泄洪雾化的分布规律。在统计分析和专业知识的基础上,建立了泄洪雾化的隶属度函数,然后通过模糊综合评判法预测了降雨强度和范围。其次,根据饱和-不饱和状态的控制方程式,在饱和度的联系上构成积分的饱和-不饱和非稳态渗流控制方程。利用Galerkin加权余量法推导了数学模型的有限元计算格式,开发了非线性有限元的计算迭代模型,并利用FORTRAN语言计算了渗流条件下饱和-非饱和非稳态渗流的三维有限元程序,并提出了解决方法和收敛速度提高。最后,根据边坡地质特征,建立了边坡地质模型和计算模型,模拟了高岩石边坡地基渗流条件下的饱和-非饱和渗流场,为渗流控制措施提供了重要的科学依据。水电项目的安全和安全估算。

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