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