堤防管涌渗流场响应特征的数值模拟
作者:
作者单位:

(1.河海大学水利水电学院,江苏 南京210098;2.河海大学土木与交通学院,江苏 南京210098 )

作者简介:

刘胜(1994—),男,助理研究员,博士,主要从事岩土渗流破坏与控制研究。E-mail:liusheng3131@163.com

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中图分类号:

TV223.4

基金项目:

国家自然科学基金项目(U2240210,52179100);江苏省水利科技项目(2021075);江苏省卓越博士后计划项目(2022ZB182)


Numerical simulation of response characteristics of seepage field during embankment piping
Author:
Affiliation:

(1.College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China;2.College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China)

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    摘要:

    采用数值模拟方法研究了管涌发生后堤防渗流场响应特征,探究了堤防不同深度和不同水平位置处的孔隙水压力变化规律,分析了管涌位置和管涌通道尺寸对堤防孔隙水压力变化的影响,提出了基于孔隙水压力变化特征快速识别堤防管涌险情的思路,得到了可用于堤防管涌监测的孔隙水压力测量设备合理布设区域。结果表明:管涌发生后,堤防不同位置处的孔隙水压力均出现一定程度的降低,管涌通道底部及其上部1m深度范围内孔隙水压力有较大幅度的降低,可作为监测管涌发生的孔隙水压力测量设备埋设深度范围;管涌发生后,同一水平面上与管涌通道距离相同的位置孔隙水压力变化基本一致;管涌通道与堤脚的距离越远,管涌发生后管涌通道周边位置孔隙水压力降低值和降低率越小;随着管涌通道直径的增大,管涌发生后管涌通道周边位置孔隙水压力降低值和降低率显著增大。

    Abstract:

    The seepage field of embankment after piping was calculated by numerical simulation, and the variation law of pore water pressure at different depths and horizontal positions in the embankment was studied. The influence of piping locations and piping channel sizes on pore water pressure after piping was analyzed, and the idea of rapid identification of embankment piping based on the variation characteristics of pore water pressure was put forward. The reasonable layout area of measuring equipment of pore water pressure for embankment piping monitoring was obtained. The results show that after piping, the pore water pressure at different positions of the embankment decreases to a certain extent. The pore water pressure at the bottom of the piping channel and within a range of 1m above decreases greatly, which can be used as the buried depth range for pore pressure measuring equipment used for monitoring the occurrence of piping. After the occurrence of piping, the changes in pore water pressure at the same distance from the piping channel on the same horizontal plane are basically identical. The longer the distance between the piping channel and the embankment foot, the smaller the reduction value and reduction percentage of pore water pressure around the piping channel. With the increase of the diameter of the piping channel, the reduction value and percentage of pore water pressure around the piping channel increase significantly after piping.

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刘胜,王媛,冯迪.堤防管涌渗流场响应特征的数值模拟[J].水利水电科技进展,2023,43(6):10-16.(LIU Sheng, WANG Yuan, FENG Di. Numerical simulation of response characteristics of seepage field during embankment piping[J]. Advances in Science and Technology of Water Resources,2023,43(6):10-16.(in Chinese))

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  • 收稿日期:2022-11-30
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  • 在线发布日期: 2023-11-26
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