云南水力发电2024，Vol.40Issue(6)：150-154,5.DOI:10.3969/j.issn.1006-3951.2024.06.048
某电站混凝土面板堆石坝渗流偏大治理方案研究及应用
Research and Application of a Treatment Plan for Excessive Seepage in Concrete Faced Rockfill Dam of a Power Station
汪大全 1李文旭 1张天顺 2蔡振波2
作者信息
- 1. 华电电力科学研究院有限公司,浙江 杭州 310030
- 2. 中国华电集团发电运营柬埔寨有限公司,北京 100031
- 折叠
摘要
Abstract
Seepage is a key issue affecting the safe operation of rockfill dams.Due to the complexity of hydraulic and geological conditions,there is a common phenomenon of seepage in rockfill dams.Over time,excessive seepage may lead to increased seepage pressure,unstable dam structure,dam settlement,and even instability.There is relatively little research on cases of excessive seepage in panel rockfill dams both domestically and internationally,and there is a lack of analysis methods and treatment measures related to excessive seepage.Therefore,taking the example of concrete faced rockfill dam with excessive seepage in a power station,this paper analyzes the historical monitoring data of the power plant faced rockfill dam and the measures taken for governance.关键词
面板堆石坝/渗流量/监测/治理Key words
concrete face rockfill dam/infiltration flow rate/monitoring/govern分类
建筑与水利引用本文复制引用
汪大全,李文旭,张天顺,蔡振波..某电站混凝土面板堆石坝渗流偏大治理方案研究及应用[J].云南水力发电,2024,40(6):150-154,5.
