Show simple item record

contributor authorChen Jiangang;Chen Xiaoqing;Zhao Wanyu;You Yong
date accessioned2019-02-26T07:49:50Z
date available2019-02-26T07:49:50Z
date issued2018
identifier other%28ASCE%29HY.1943-7900.0001523.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249689
description abstractExperimental analyses and prototype observations of a debris flow drainage channel with energy dissipation structures were performed in this study. On the basis of 16 groups of experiments, a simple empirical relationship was proposed to determine the roughness coefficient of an energy dissipation structure section in a drainage channel. The experimental results suggest that the comprehensive roughness coefficient gradually increases with increases in the area of the energy dissipation structure section. Meanwhile, the comprehensive roughness coefficient gradually approaches the roughness coefficient of the smooth channel as the area of the energy dissipation structure section decreases to less than 1% of the channel area. Moreover, the debris flow velocity measured in the prototype drainage channel validated the effectiveness of the empirical relationship. Therefore, this calculation method is beneficial in optimizing the design of drainage channels with energy dissipation structures.
publisherAmerican Society of Civil Engineers
titleDebris Flow Drainage Channel with Energy Dissipation Structures: Experimental Study and Engineering Application
typeJournal Paper
journal volume144
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001523
page6018012
treeJournal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 010
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record