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contributor authorPu Li
contributor authorKaiheng Hu
contributor authorJinheng Zhao
date accessioned2022-01-30T20:38:36Z
date available2022-01-30T20:38:36Z
date issued7/1/2020 12:00:00 AM
identifier other%28ASCE%29HY.1943-7900.0001766.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266863
description abstractEnergy of debris flows in steep mountainous channels is mostly consumed by erosion, collision, and hydraulic jumps due to abrupt topographic changes. In this study, flume experiments were performed to study the energy dissipation of debris flows over stepped gradients and erodible beds. A power law relationship between the depth-averaged velocity and flow depth was used to calculate the kinetic energy of debris flows. The experimental data indicate that the energy loss of entrainment per unit volume of bed sediment has an approximately linear relationship with transition angle and porosity. The net resistance coefficient also demonstrates more energy dissipation when debris flows move downward on slopes with a greater gradient change.
publisherASCE
titleEnergy Dissipation of Debris Flows over Stepped Gradients and Erodible Beds in Open Channel
typeJournal Paper
journal volume146
journal issue7
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001766
page10
treeJournal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 007
contenttypeFulltext


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