红石岩堰塞坝运行初期防渗系统监测成果分析
Analysis of Monitoring Results of Anti seepage System in the Initial Operation of Hongshiyan Dam
黄张霖 1冯燕明 1施俊稳1
作者信息
- 1. 中国电建集团昆明勘测设计研究院有限公司,云南 昆明 650051;云南省水利水电工程安全重点实验室,云南 昆明 650051
- 折叠
摘要
红石岩堰塞坝为云南鲁甸"8·03"地震灾害经应急处置与整治利用后形成的综合水利枢纽工程.通过对红石岩堰塞坝防渗系统进行防渗墙内渗透压力、绕坝渗流和坝后渗流量监测,表明防渗系统运行正常,无异常渗流变化,堰塞坝总体防渗效果良好,同时可为后续堰塞坝渗流监测设计提供相关经验.
Abstract
Hongshiyan Dam is a comprehensive water conservancy hub project formed after emergency response and remediation of the"8.03"earthquake disaster in Ludian,Yunnan.By monitoring the seepage pressure inside the anti-seepage wall,seepage around the dam,and seepage flow behind the dam of Hongshiyan Dam,it is shown that the anti-seepage system is operating normally without any abnormal seepage changes,and the overall anti-seepage effect of the dam is good.At the same time,it can provide relevant experience for the design of subsequent dam seepage monitoring.
关键词
堰塞坝/防渗系统/渗流监测/成果分析Key words
landslide dam/anti-seepage system/seepage monitoring/achievement analysis引用本文复制引用
出版年
2024
国家科技期刊平台
NSTL
万方数据