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滑坡涌浪首浪高度试验研究
引用本文:任坤杰,韩继斌,陆虹. 滑坡涌浪首浪高度试验研究[J]. 人民长江, 2012, 43(2): 43-45
作者姓名:任坤杰  韩继斌  陆虹
作者单位:长江科学院水力学研究所,湖北武汉,430010
摘    要:为研究滑坡涌浪的形成与传播规律,采用正交试验方法设计试验组次,针对整体滑坡体与散体滑坡体进行了滑坡涌浪物理模型试验研究;通过极差分析与方差分析得到了首浪高度随各因素的变化规律;通过量纲分析与回归分析给出了整体滑坡体的首浪高度经验公式,并与散体滑坡体首浪高度经验公式进行了比较。研究成果可为滑坡体的致灾预测预警提供科学依据。

关 键 词:滑坡涌浪  物理模型  正交试验  首浪高度

Experimental research on primary wave height generated by solid -type landslide
REN Kunjie , HAN Jibin , LU Hong. Experimental research on primary wave height generated by solid -type landslide[J]. Yangtze River, 2012, 43(2): 43-45
Authors:REN Kunjie    HAN Jibin    LU Hong
Affiliation:(Hydraulics Research Department,Changjiang River Scientific Research Institute,Wuhan 430010,China)
Abstract:For studying the forming and propagation laws of surge generated by a large landslide,by adopting orthogonal experimental method to design experiment groups,we carried out the physical model experiment study aiming at solid-type landslide and loose-type landslide body.The variation law of primary wave height with different factors was obtained from extreme difference and variance analysis.The empirical formula of primary wave height caused by solid-type landslide was deduced by dimensional and regression analysis respectively.And differences of both were compared.The research result can provide scientific basis for landslide’s damage prediction and pre-warning.
Keywords:landslide-generated wave  physical model  orthogonal experiment  primary wave height
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