首页|黄坟水库大坝加高工程安全监测分析

黄坟水库大坝加高工程安全监测分析

扫码查看
通过黄坟水库大坝变形、防渗面板接缝变形和大坝渗流分析,评价大坝加高工程安全状况.监测资料分析结果表明,大坝加高后水库重新蓄水,大坝表面变形、内部沉降、深层水平位移和扩建防渗面板接缝变形均在正常范围内;大坝加高对防渗墙影响较小,相对上游库水位,防渗墙后渗压计水位有较大跌幅,表明大坝发挥了较好的防渗效果;大坝加高后水库大坝运行正常.
Safety Monitoring Analysis on Heightening Project of Huangfen Reservoir Dam
Through the analysis on dam deformation,joint deformation of anti-seepage panel and seepage flow of the Huangfen Reservoir dam,the safety status of dam heightening project is evaluated.The analysis of monitoring data shows that the dam surface deformation,internal settlement,deep horizontal displacement and joint deformation of expansion anti-seepage panel are in the normal range when the reservoir is refilled after the dam is raised.Dam heightening has little effect on the impermeable wall.Compared with the water level of upstream reservoir,the water level of osmometer behind the impermeable wall has a great decrease,which indicates that the dam has a good impermeable effect.The reservoir dam is operating normally after the dam was raised.

dam heighteningsafety monitoringjoint deformationdam seepage

蒋丽珠、赵震波、卢立、徐刚、邓成发

展开 >

永康市黄坟水库管理所,浙江 永康 321300

浙江广川工程咨询有限公司,浙江 杭州 310020

浙江省水利河口研究院(浙江省海洋规划设计研究院),浙江 杭州 310017

浙江省水利防灾减灾重点实验室,浙江 杭州 310017

展开 >

大坝加高 安全监测 接缝变形 大坝渗流

浙江省水利科技计划项目浙江省水利河口研究院院长基金项目

RB2214ZIHE21Y003

2024

浙江水利科技
浙江省水利河口研究院 浙江省水利学会

浙江水利科技

影响因子:0.294
ISSN:1008-701X
年,卷(期):2024.52(4)