IMHE OpenIR  > 山地灾害与地表过程重点实验室
Alternative TitleA Review and Prospect:the Study on the Closed-type Check Dams
陈华勇; 柳金峰; 赵万玉; 唐金波
Corresponding Author陈华勇
Source Publication防灾减灾工程学报


Other Abstract

Shortcomings existed in calculation of the key parameters and design of the check dam structures in the engineering mitigation due to the complex of debris flow process and the immature theory of debris flow.Firstly,the development process for debris flow mitigation and its important function was introduced simply.Secondly,the main achievements and shortcomings were concluded on the basis of the discharge capacity of the spillway,impacting force exerted on the check dam by debris flow,scour depth and embedded depth of foundation,and the stability of a check dam.Finally,the prospect of closed-type check dams was discussed according to the calculation method of key parameters,new types of check dam structure,new development and application of abrasion and erosion resistance materials,and the construction of the check dam system.

Keyword拦砂坝 泥石流 体型 参数设计 综述
Subject Area地理学 ; 水文学 ; 水利工程
Indexed ByCSCD
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Document Type期刊论文
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GB/T 7714
陈华勇,柳金峰,赵万玉,等. 非透过性泥石流拦砂坝研究现状及展望[J]. 防灾减灾工程学报,2016,36(2):323-330.
APA 陈华勇,柳金峰,赵万玉,&唐金波.(2016).非透过性泥石流拦砂坝研究现状及展望.防灾减灾工程学报,36(2),323-330.
MLA 陈华勇,et al."非透过性泥石流拦砂坝研究现状及展望".防灾减灾工程学报 36.2(2016):323-330.
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