水位突变对高填河段的影响研究

Chenyang Yuan, X. Xu, Xiangtian Nie, W. Bai
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引用次数: 1

摘要

极端条件会引起高填方渠段水位的突然变化,从而影响边坡的速度和孔隙压力。本文采用数值方法研究了水位突变对高填方渠段渗流特性的影响。利用HyperMesh软件建立了复杂地基条件下典型高填隧洞段的有限元模型。通过二次开发程序与流固耦合计算方法相结合,在ABAQUS中分析了水位突变条件下渠道流固耦合效应。结果表明:当水位突然变化时,自由水面下的孔隙压力和自由水面附近的流速将受到较大影响;
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Study on the Influence of Sudden Change of Water Level on High Fill Canal Segment
Extreme conditions will cause the water level of high fill canal segment to change suddenly, which will affect the velocity and pore pressure of the slope. In this paper, numerical method is used to study the influence of water level sudden change on seepage characteristics of high fill canal segment. HyperMesh software is used to establish the finite element model of typical high fill canal segment under complex foundation conditions. Through the combination of secondary development program and fluid-structure coupling calculation method, the fluid structure cou-pling effect of canal under sudden change of water level is analyzed in ABAQUS. The results show that when the water level changes suddenly, the pore pressure below the free water surface and the velocity near the free surface will be greatly affected.
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