| 长江三峡工程奉节库岸边坡地下水渗流场模拟分析 |
| |
| 引用本文： | 魏玉虎,许模,曹宁. 长江三峡工程奉节库岸边坡地下水渗流场模拟分析[J]. 地质灾害与环境保护, 2002, 13(1): 77-80,84 |
| |
| 作者姓名： | 魏玉虎 许模 曹宁 |
| |
| 作者单位： | 1. 成都理工大学环境与土木工程学院,成都,610059
2. 成都水文工程地质中心,成都,610000 |
| |
| 基金项目： | 地质灾害防治与地质环境保护国家专业实验室开放基金 |
| |
| 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，必然会引起库岸边坡地下水渗流场的变化。运用3D－Modflow软件模拟了三峡工程的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，为长江三峡工程奉节库区段移民迁建地质灾害预测与防治提供科学依据。
|
| 关 键 词： | 三峡工程 蓄水 地下水渗流场 3D－Modflow 模拟 边坡 |
| 文章编号： | 1006-4362(2002)01-0077-04 |
SIMULATION ANALYSIS ON GROUNDWATER SEEPAGE FLOWING FIELD IN SLOPES OF FENGJIE SECTION ALONG THE THREE GORGES RESERVOIR BANK |
| |
| WEI Yu hu ,Xu Mo ,CAO Ning. SIMULATION ANALYSIS ON GROUNDWATER SEEPAGE FLOWING FIELD IN SLOPES OF FENGJIE SECTION ALONG THE THREE GORGES RESERVOIR BANK[J]. Journal of Geological Hazards and Environment Preservation, 2002, 13(1): 77-80,84 |
| |
| Authors: | WEI Yu hu Xu Mo CAO Ning |
| |
| Affiliation: | WEI Yu hu 1,Xu Mo 1,CAO Ning 2 |
| |
| Abstract: | The normal storage level is 175m in the Three Gorges Reservoir. During the process of water storing, the rising of reservoir water level will cause the change of the seepage flow field within the slope. This paper simulates the dynamical changes of groundwater level in the reservoir bank slope at Fengjie by 3D-Modflow. Scientific evidences can be provided for the prediction and treatment of geological hazards in Fengjie banks along the Three Gorge Reservoir. |
| |
| Keywords: | Three Gorges Project water storage seepage flow field of groundwater 3D-Modflow simulation |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
