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contributor authorAbul Basar M. Baki
contributor authorDavid Z. Zhu
contributor authorNallamuthu Rajaratnam
date accessioned2017-12-16T09:08:33Z
date available2017-12-16T09:08:33Z
date issued2016
identifier other%28ASCE%29HY.1943-7900.0001166.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4239111
description abstractThe flow characteristics in a rock-ramp fish pass can be significantly altered by the boulder arrangement. This study used a three-dimensional computational fluid dynamics solver to investigate flow characteristics for variations of discharge, channel slope and boulder size, spacing, and pattern. This study derived relationships for estimating water depth and velocity in a rock-ramp fish pass as a function of discharge and structure geometry. The flow resistance varies significantly with emergent boulder spacing and is nearly constant for submerged boulders. This study derives relationships for the drag coefficient and submergence ratio to forecast average flow velocity using a flow-resistance equation. Based on maximum velocity and a slow velocity zone, this study recommends effective boulder spacing in the longitudinal and transverse directions for two different boulder patterns. Finally, this study developed a design procedure for designing a rock-ramp fish pass.
publisherAmerican Society of Civil Engineers
titleFlow Simulation in a Rock-Ramp Fish Pass
typeJournal Paper
journal volume142
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001166
treeJournal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 010
contenttypeFulltext


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