云南水力发电2025，Vol.41Issue(5)：188-192,5.DOI:10.3969/j.issn.1006-3951.2025.05.045
小型防洪灌溉水库渗漏风险分析及防渗加固技术研究
Risk Analysis of Leakage in Small Flood Control Irrigation Reservoirs and Research on Anti-seepage Reinforcement Technology
万来生1
作者信息
- 1. 梅州市水利水电勘测设计院有限公司,广东 梅州 514000
- 折叠
摘要
Abstract
The problem of reservoir leakage has been a research focus in recent years in reservoir risk mitigation projects.This article conducts a comprehensive review and analysis of the leakage safety issues in Xiashili Reservoir,and screens for leakage risk factors.Considering the poor compactness and insufficient anti-seepage ability of the dam body filling materials,the position and elevation of the water conveyance culvert opening and closing room do not meet the flood control safety requirements,and there is leakage downstream of the water conveyance culvert pipe,measures have been taken to reinforce the dam body with filling grouting,rebuild the anti filter prism,and adopt a"horizontal traction pipe"to construct a new water conveyance culvert pipe,eliminating the safety hazards of the reservoir.关键词
灌溉水库/水库渗漏/防渗加固/灌浆Key words
irrigation reservoir/reservoir leakage/anti-seepage reinforcement/grout分类
水利科学引用本文复制引用
万来生..小型防洪灌溉水库渗漏风险分析及防渗加固技术研究[J].云南水力发电,2025,41(5):188-192,5.
