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漕河水库大坝渗流分析及加固设计方案探讨
引用本文:龚雪,方朝阳.漕河水库大坝渗流分析及加固设计方案探讨[J].水电能源科学,2009,27(4).
作者姓名:龚雪  方朝阳
作者单位:武汉大学,水资源与水电工程科学国家重点实验室,湖北,武汉,430072
摘    要:分析了大坝坝体、坝基的渗漏原因,采用二维稳定渗流有限元法计算了坝体的渗流安全性,结果表明坝体、坝基存在渗流安全隐患.针对具体隐患部位,提出对坝体心墙部分采用冲抓套井加高心墙、开挖回填接高心墙、劈裂灌浆及对坝基部分采用帷幕灌浆、对输水涵管采用原涵管内套钢管等加固方案.通过加固后的渗流安全性分析,该措施可有效解决漕河水库的渗流及渗透稳定问题.

关 键 词:大坝  坝基  渗流  渗流安全  二维稳定渗流有限元法  加固

Analysis on Seepage and Reinforcement Design Program of Caohe Reservoir Dam
GONG Xue FANG Chaoyang.Analysis on Seepage and Reinforcement Design Program of Caohe Reservoir Dam[J].International Journal Hydroelectric Energy,2009,27(4).
Authors:GONG Xue FANG Chaoyang
Affiliation:State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Wuhan 430072;China
Abstract:Based on analysis on seepage reasons of the dam and the dam foundation,calculating seepage safety of the dam using two-dimension finite element method,the results show that the dam and foundation have seepage security risks.In view of existing situation,the appropriate measures have been taken to deal with the seepage problem,such as heightening the core through washing and catching the wall,excavation backfill then heightening the core,splitting grouting,curtain grouting in the foundation and using the ori...
Keywords:dam  dam foundation  seepage  seepage safety  two-dimension stable seepage finite element method  reinforcement  
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