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李溪拦河闸坝地基渗压监测数据分析
引用本文:唐清华,曾国洪,周伟良.李溪拦河闸坝地基渗压监测数据分析[J].大坝与安全,2005(1):55-56.
作者姓名:唐清华  曾国洪  周伟良
作者单位:广州市水利科学研究所,广州,510220
摘    要:李溪拦河闸坝在2000年完成了上游护坦和下游消力池、海漫等工程的改建。为了解工程改建后的防冲及防渗效果,在大坝下游设置了36个渗压观测孔,利用自动监测系统对该大坝的地基渗压情况进行长期观测:2003年6月,大坝安全监测系统建成投入运行。监测系统采集的渗压数据初步分析表明,李溪拦河闸坝的消力池、海漫、护坦等工程改造后,防冲和防渗效果良好,没有发生集中渗漏、管涌和基础冲蚀等安全隐患。

关 键 词:李溪拦河闸坝  地基  渗压监测  数据分析
文章编号:1671-1092(2005)01-0055-02
修稿时间:2004年5月20日

Osmotic pressure data analysis on foundation in Lixi gate dam
TANG Qing-hua,ZENG Guo-hong,ZHOU Wei-liang.Osmotic pressure data analysis on foundation in Lixi gate dam[J].Large Dam & Safety,2005(1):55-56.
Authors:TANG Qing-hua  ZENG Guo-hong  ZHOU Wei-liang
Abstract:Reconstruction on apron,pitching and absorption basin down stream of the Lixi gate dam which across the river was accomplished in 2002.36 drill bores for observation had been arranged for finding out the effect of protection against erosion and seepage after reconstruction,using automatic monitoring system to observe the situation of permeated peressure. A dam safety monitoring system was set up and went into operation in June,2003.The preliminary data analysis on permeated pressure indicate that the effectiveness of protection against erosion and seepage are well and hidden trouble of piping, concentrated leakage and erosion on foundation haven't occurred.
Keywords:Lixi gate dam  foundation  osmotic pressure monitoring  data analysis  
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