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无为大堤白玉池段安全风险分析

董文甲

云南水力发电2024,Vol.40Issue(8):222-225,230,5.
云南水力发电2024,Vol.40Issue(8):222-225,230,5.DOI:10.3969/j.issn.1006-3951.2024.08.056

无为大堤白玉池段安全风险分析

Safety Risk Analysis of Baiyuchi Section of Wuwei Embankment

董文甲1

作者信息

  • 1. 安徽省无为大堤长江河道管理局,安徽 无为 238300
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摘要

Abstract

Baiyuchi section of Wuwei Embankment is located in the Heishazhou section of the Yangtze River,with a total length of 2.6km from Mingzhu Village in the upper part to Xiaoweiguai in the lower part.Baiyuchi section directly faces the river,with narrow shoals,wide river surfaces,and long wave paths.The upper section of the embankment is washed by the bank slope of the nearshore riverbed,and the clay cover layer of some sections is thin.It is one of the historical and dangerous works of Wuwei embankment.This section has been repaired and reinforced year by year,and has successively implemented engineering projects such as pond filling and foundation stabilization,embankment reinforcement,block stone slope protection,drilling and grouting,anti-seepage ditch,flood control road,etc.Although ensuring the safety of the project during the flood season,it is still easy to experience scattered seepage near the embankment foot during high water levels during the flood season.This paper mainly elaborates on the risk elimination and reinforcement engineering measures implemented in this section in recent years,analyzes the current safety situation,and puts forward suggestions.

关键词

白玉池/直接临江/高水位/散浸渗水/安全现状

Key words

Baiyuchi/directly facing the river/high water level/scattered seepage water/security situation

分类

水利科学

引用本文复制引用

董文甲..无为大堤白玉池段安全风险分析[J].云南水力发电,2024,40(8):222-225,230,5.

云南水力发电

1006-3951

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