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山区河道型水库滑坡涌浪爬高试验研究

Experimental research on landslide surge run-up of the river-channel type reservoir in mountainous area
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摘要 以三峡库区大型滑坡为研究对象,通过水槽概化模型试验,得到滑坡涌浪爬高随滑坡体宽度与厚度、滑动面倾角、水深等因素的变化规律;采用多元回归分析,得出爬高与初始浪高、水深、爬高测量点与滑坡体的入水点距离、岸坡坡度的经验计算公式,计算值与实测值较吻合。研究成果可为滑坡涌浪灾害的预测预警提供科学依据。 Select the large-scale landslide in the Three Gorges Reservoir Area as research object,this paper got the law of landslide surge run-up with variations of the width and thickness of the landslide,the sliding surface angle,or depth.And it has obtained the run-up empirical formula by the multiple linear regression method among the primary wave height,the depth,the distance from point that landslide go into the water to run-up measurement point and the slope angle.The calculated and measured values agree well.The research result can provide scientific basis for landslide damage prediction and pre-warning.
作者 杨锐 王平义 喻涛 陈里 YANG Rui;WANG Ping-yi;YU Tao;CHEN Li(School of River&Ocean Engineering,Chongqing Jiaotong University,Chongqing 400074,China)
出处 《南水北调与水利科技》 CSCD 北大核心 2015年第S01期99-101,共3页 South-to-North Water Transfers and Water Science & Technology
基金 西部交通建设科技项目(20113288141160) 重庆市科技攻关项目(CSTC2009AC6045)。
关键词 三峡水库 滑坡涌浪 模型试验 涌浪爬高 涌浪灾害 Three Gorges Reservoir landslide surge model experiment surge run-up surge hazard
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