| 长江三峡工程奉节库岸斜坡地下水渗流场模拟分析 |
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| 引用本文： | 魏玉虎,许模,曹宁.长江三峡工程奉节库岸斜坡地下水渗流场模拟分析[J].四川地质学报,2003,23(1):18-22. |
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| 作者姓名： | 魏玉虎 许模 曹宁 |
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| 作者单位： | 1. 成都理工大学环境与土木工程学院,四川,成都,610059
2. 成都水文工程地质中心,四川,成都,610081 |
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| 摘 要： | 长江三峡工程正常蓄水位为175m，在蓄水过程中随着库水位的抬升，必然会引起库岸斜坡地下水渗流场的变化。本文运用3D-Modflow软件模拟了三峡工程蓄水过程中奉节库段边坡岩土体内部地下水位的动态变化，为三峡工程奉节库区段移民迁建将可能出现的地质灾害进行预测与防治提供科学依据。
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| 关 键 词： | 三峡工程 蓄水 地下水渗流场 3D－Modflow 模拟 |
| 文章编号： | 1006-0995(2003)01-0018-05 |
Simulation Analysis of Groundwater Seepage Field on the Fengjie Reservoir Bank Slope of the Yangtze Gorges Project |
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| Wei Yuhu Xu Mo.Simulation Analysis of Groundwater Seepage Field on the Fengjie Reservoir Bank Slope of the Yangtze Gorges Project[J].Acta Geologica Sichuan,2003,23(1):18-22. |
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| Authors: | Wei Yuhu Xu Mo |
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| Abstract: | The normal water level of the Yangtze Gorges Reservoir is 175 m. The water level will rise with storing water which results in change in groundwater seepage field on the reservoir bank slope. This paper makes a simulation analysis of dynamical change in groundwater level on the Fengjie reservoir bank slope by 3D- Modflow, providing scientific basis for prediction and control of geological hazards in the reservoir area. |
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| Keywords: | the Yangtze Gorges Project store water groundwater seepage field 3D - Modf low simula- t ion |
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