水力发电学报2013，Vol.32Issue(4)：120-125,6.
非黏性岸坡崩塌与河床冲淤的交互影响初步试验研究
Study on interaction between non-viscous bank collapse and river bed deformation
摘要
Abstract
This paper presents a study on collapse patterns of non-viscous bank and its interaction with riverbed erosion and deposition through a series of experiments conducted in a bend flume.The experimental results reveal that bank destruction is a process of repeated interaction between bank foot scour and bank collapse along with the deposition and transportation of landslide material.The collapse process of bank and its stable forms are largely affected by riverbed boundary conditions and flow velocity distribution,particularly flow velocity near the bank.The faster the velocity near the bank is,the gentler the stable bank slope and the lower the deposition rate of landslide substances will become.Furthermore,movable riverbed increases the rates of bank erosion and collapsing objects deposition.关键词
河流泥沙工程学/岸坡崩塌与河床冲淤/水槽试验/淤积率Key words
river sedimentation engineering/ bank collapse and riverbed deformation/ flume experiment/deposition rate分类
建筑与水利引用本文复制引用
冯雨,余明辉,侯龙潭,申康,魏红艳..非黏性岸坡崩塌与河床冲淤的交互影响初步试验研究[J].水力发电学报,2013,32(4):120-125,6.基金项目
国家"973"计划项目(2011CB403304) （2011CB403304）
国家自然科学基金(11072180) （11072180）
中央高校基本科研业务费专项资金(201120602020002) （201120602020002）
