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contributor authorKaiheng Hu
contributor authorMi Tian
contributor authorYong Li
date accessioned2017-05-08T21:51:35Z
date available2017-05-08T21:51:35Z
date copyrightJanuary 2013
date issued2013
identifier other%28asce%29hy%2E1943-7900%2E0000677.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64511
description abstractDebris flow in a wide open downstream channel has a significant transverse velocity component that strongly influences its mean longitudinal velocity. Investigation of observation data of debris-flow surges at Jiangjia Ravine in China shows the dependency of Manning resistance of debris flows on the ratio of flow width to depth. Regression fit reveals a power function relationship between the Manning resistance coefficient and the width-to-depth ratio. This derives a new formula of mean velocity incorporating the influence of flow width. The result indicates that the width-to-depth ratio can be viewed as a kind of shape roughness analogous to grain roughness in the Darcy-Weisbach resistance coefficient expression.
publisherAmerican Society of Civil Engineers
titleInfluence of Flow Width on Mean Velocity of Debris Flows in Wide Open Channel
typeJournal Paper
journal volume139
journal issue1
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000648
treeJournal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 001
contenttypeFulltext


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