摘要
新疆某水库长年带病运行,大坝防洪标准低,运行中出现渗漏,加之大坝没有护坡及溢洪道年久失修,过流能力不足,存在严重漏水现象。工程设计中,针对大坝渗漏,提出两种方案比选分析,选取黏土斜坡方案,说明该方案是合理的。
Taking a reservoir in Xinjiang as an example, due to the operation in the condition of low flood control standard all the years round, and without slope protection and spillway in disrepair, the flow ability is not enough and there are serious leakage phenomenon. This paper puts forward two scheme to analysis, the clay sloping wall scheme is reasonable.
作者
朱智元
ZHU Zhi-yuan(Water Conservancy Bureau of Qinghe, Altay Region, Qinghe 836200,China)
出处
《水科学与工程技术》
2019年第5期57-59,共3页
Water Sciences and Engineering Technology
关键词
水库防渗加固
黏土斜墙
复核计算
方案比选
seepage control and reinforcement
the clay sloping wall
check calculation
scheme comparison
