| 岩体水力学基础(二)─—岩体水力学的基础理论 |
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| 引用本文： | 仵彦卿.岩体水力学基础(二)─—岩体水力学的基础理论[J].水文地质工程地质,1997(1). |
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| 作者姓名： | 仵彦卿 |
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| 作者单位： | 西安理工大学岩土工程研究所!西安710048 |
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| 基金项目： | 国家自然科学基金!49572162，西安理工大学科研基金 |
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| 摘 要： | 单裂隙水流立方定律是岩体水力学中最基本的．也是最重要的定理。本文从不变形平直等宽单裂隙水流运动定理开始，讨论了受应力作用岩体单裂隙、一组平行裂隙、一组正交裂隙以及岩体裂隙系统中水流运动规律，分析了单裂隙中水流渗透压力与裂隙变形之关系。运用水力学原理推导了岩溶单管道流定理，为岩体水力学模型研究奠定了基础。
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| 关 键 词： | 单裂隙水流 裂隙系统渗流 单管道流 渗透压力 岩体应力 |
Principles of rock mass hydraulics |
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| Wu Yanqing.Principles of rock mass hydraulics[J].Hydrogeology and Engineering Geology,1997(1). |
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| Authors: | Wu Yanqing |
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| Abstract: | ?Cubic law of flow in single fracture is a basic and important law in the rock mass hydraulics. Starting from the cubic law of flow in single unde formed fracture, the flow laws in single fracture, parallel fractures, crossing fractures, and fractured rock mass under stress are discussed in the paper. The relation between seepage pressure and fracture deformation is analysed. The flow law in single pipe in karst is derived with hydraulic principle. |
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| Keywords: | flow in single fracture seepage in fractural system flow in single pipe in karst seepage pressure stress in rock mass |
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