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库区滑坡涌浪理论研究进展
引用本文:罗翔,李怡,周世良.库区滑坡涌浪理论研究进展[J].重庆交通大学学报(自然科学版),2013,32(3):480-484.
作者姓名:罗翔  李怡  周世良
作者单位:重庆交通大学河海学院
基金项目:重庆市自然科学基金项目(CSTC 2010BB7084);重庆市港航管理局科技项目(SW2013-27)
摘    要:水库滑坡涌浪是个复杂的流体力学问题。在最近几十年,通过对边界条件、波浪发生机制以及流动条件作出合理假设,许多理论被用于描述滑坡涌浪。首先,对一部分滑坡涌浪中的典型理论进行了回顾,如孤立波,冲击波,稀疏波等。其次,对各理论在实际工程中的适用性以及缺点进行了详细比较。最后,为建立可靠的涌浪预测模型提供了实用的标准。

关 键 词:滑坡涌浪  水库  流体力学

Landslide-Generated Wave Theory in Reservoir Areas
Luo Xiang , Li Yi , Zhou Shiliang.Landslide-Generated Wave Theory in Reservoir Areas[J].Journal of Chongqing Jiaotong University,2013,32(3):480-484.
Authors:Luo Xiang  Li Yi  Zhou Shiliang
Institution:(School of River & Ocean,Chongqing Jiaotong University,Chongqing 400074,China)
Abstract:The landslide-generated wave in reservoirs is a complicated hydrodynamic problem.In the recent decades,through the logical assumptions of boundary conditions,wave-generating mechanisms and flow conditions,many theories have been applied for describing the landslide-generated wave.Firstly,some typical theories of landslide-generated wave are reviewed,such as solitary wave,impulsive wave,rarefaction wave,etc.Then the applicability and defects of all theories in practical projects are contrasted in detail.Finally,a practical standard for establishing the reliable landslide-generated wave models is proposed.
Keywords:landslide-generated wave  reservoir  hydrodynamics
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