透水闸室结构横向渗流特性研究
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Study on transversal seepage characteristics of permeable lock chamber structure
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    摘要:

    采用ANSYS热分析模块建立透水闸室横向渗流的有限元模型,对透水闸室结构在检修工况下横向渗流的分布特性进行研究,探讨垂直防渗设施在不同布设位置时的防渗效果。结果表明,渗透压力水头和渗透坡降分布不均匀性显著;水头沿轮廓线分布曲线根据水头衰减快慢可分为快速衰减段、衰减减缓段、平缓衰减段;透水闸底的渗透坡降从闸室中轴线向端部逐渐增大,闸墙底部的渗透坡降从布设板桩一端向未布设板桩一端逐渐增大;在板桩长度相同的情况下,后板桩相比前板桩能够显著降低闸墙底部的渗透压力,但前板桩对闸室的出逸坡降和闸墙底部渗透坡降有更好的控制效果。

    Abstract:

    We use the thermal analysis module of ANSYS software to establish the finite element model of transversal seepage in the permeable lock chamber,study the distribution characteristics of transversal seepage in the permeable chamber under maintenance condition,and discuss the effect of vertical seepage control facilities in different positions. The results show that the distribution of seepage pressure head and seepage gradient are not uniform. The distribution of pressure head along contour lines can be divided into rapid loss section,loss retarding section and slow loss section according to the rate of pressure head loss. The seepage gradient at the chamber bottom increases from the symmetric axes to the end. The seepage gradient at the bottom of the chamber wall increases from one side with the sheet pile to the other side without the sheet pile. When the sheet piles are in the same length,the back sheet pile can significantly reduce the seepage pressure at the bottom of chamber wall compared with the front sheet pile,while the front sheet pile has a better control effect on the exit gradient of chamber and the seepage gradient at the bottom of chamber wall.

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王嘉炜,陶桂兰,李志成,等.透水闸室结构横向渗流特性研究[J].水运工程,2020(10):115-119.

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  • 在线发布日期: 2020-10-10
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