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高溪土坝坝体渗流性态分析
引用本文:叶朝阳,胡群革. 高溪土坝坝体渗流性态分析[J]. 浙江水利水电专科学校学报, 2007, 19(4): 46-50
作者姓名:叶朝阳  胡群革
作者单位:1. 丽水市莲都区水利水电设计所,浙江,丽水,323000
2. 浙江水利水电专科学校,浙江,杭州,310018;河海大学水电学院,南京,210024
摘    要:高溪大坝为粘土心墙砂壳坝,建造和运行过程中出现裂缝和新老涵管接合部多处漏水等现象,为监测大坝渗流性态,布置了较为完整的渗流观测系统.通过对渗流观测资料定性和定量分析,评价了大坝渗流性态,认为高溪大坝渗流状况稳定、正常.

关 键 词:大坝  渗流  浸润线
文章编号:1008-536X(2007)04-0046-05
收稿时间:2007-11-10
修稿时间:2007-11-10

Seepage State Analysis on Gaoxi Dam
YE Chao-yang,HU Qun-ge. Seepage State Analysis on Gaoxi Dam[J]. Journal of Zhejiang Water Conservancy and Hydropower College, 2007, 19(4): 46-50
Authors:YE Chao-yang  HU Qun-ge
Affiliation:1. Liandu Design Institute of Water Conservancy and Hydropower, Lishui 323000, China; 2. Zhejiang Water Conservancy and Hydropower College, Hangzhou 310018, China; 3. College of Water Conservancy and Hydropower Eng., Hehai University Hydropower College, Nanjing 210024, China
Abstract:Gaoxi dam is clay core shell sand dam,in the construction and the movement process appears crack and phenomenon and so on new and old culvert pipe main forces many place water leakages,for the monitor dam seepage behavior,has arranged the more complete seepage observation system.Through to seepage observed data qualitative and quantitative analysis,has appraised the dam seepage state,thought Gaoxi dam seepage stable,is normal.
Keywords:dam  seepage  infiltration line
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