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阜新市细河改造工程坝基渗漏计算及处理效果分析
引用本文:李庚年,佟胤铮.阜新市细河改造工程坝基渗漏计算及处理效果分析[J].吉林水利,2003(8):11-14.
作者姓名:李庚年  佟胤铮
作者单位:辽宁省水利水电勘测设计研究院,辽宁,沈阳,110006
摘    要:阜新市细河改造工程由四座橡胶坝和两岸防洪大堤组成,由于堤(坝)基第四系冲洪积层广泛发育,存在渗漏同题。合理选择施工处理方案,是工程成功的关键。作者根据场区不同的地质条件环境条件采取有针对性的不同处理方案,既解决了防渗问题又缩短了施工工期,降低工程造价,取得了很好的经济效益和社会效益。

关 键 词:阜新市  细河改造工程  坝基渗漏  防渗处理  地质条件  施工技术  高压喷射灌浆  垂直铺塑
文章编号:1009-2846(2003)08-0011-04
修稿时间:2003年6月12日

Seepage Calculation for Dam Foundation and Effictiveness Analysis for Xihe Reconstruction Project in Fuxin City
LI Geng - nian,DONG Yin - Zheng.Seepage Calculation for Dam Foundation and Effictiveness Analysis for Xihe Reconstruction Project in Fuxin City[J].Jilin Water Resources,2003(8):11-14.
Authors:LI Geng - nian  DONG Yin - Zheng
Abstract:The Xihe reconstruction in Fuxin City comprises four rubber dams and dykes for flood control along two banks. Reasonable choice construction method is the key to attain successful for projects, because seepage exist underneath foundation of dams. This paper presents designers adopt the various handling schemes according to geology condition and surrounding condition, which not only solve seepage and shorten construction period, decrease project cost and attain excellent economy and society benefit.
Keywords:seepage calculation for dam foundation  seepage protection handling  effictiveness analysis
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