| 三八水库主坝渗流分析及安全评价 |
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| 引用本文： | 吴新金,胡玉贵. 三八水库主坝渗流分析及安全评价[J]. 江西水利科技, 2001, 27(Z1): 42-44 |
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| 作者姓名： | 吴新金 胡玉贵 |
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| 作者单位： | 江西省宜春市水电勘测设计院,江西,宜春,336000 |
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| 摘 要： | 采用南京水利科学研究院编制的土石坝二维渗流计算程序UNSST2[1],对三八水库主坝渗流计算分析后,指出其现状渗流性态不能保证大坝按设计条件安全运行.
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| 关 键 词： | 土坝 渗流计算 评价 |
| 文章编号： | 1004-4701(2001)S1-0042-03 |
| 修稿时间： | 2001-03-12 |
THE SEEPAGE ANALYSIS AND SAFETY ACCESSMENT OF THE MAIN DAM OF SANBA RESERVOIR |
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| WU Xin jin,HU Yu gui. THE SEEPAGE ANALYSIS AND SAFETY ACCESSMENT OF THE MAIN DAM OF SANBA RESERVOIR[J]. Jiangxi Hydraulic Science & Technology, 2001, 27(Z1): 42-44 |
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| Authors: | WU Xin jin HU Yu gui |
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| Abstract: | We adopted the two dimensional seepage calculatin procedure UNSST2,which was drawn up by Nanjin Hydraulic Research Institute,to calculate and anlalyze the seepage of the main dam of Sanba reaervoir.At last,this paper stated that the present seepage condition of this reservoir can't assure its safe operation by the designed condition. |
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| Keywords: | Dam Seepage calculation Accessment |
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