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contributor authorAnastasia Damaskinidou‐Georgiadou
contributor authorKenneth V. H. Smith
date accessioned2017-05-08T20:39:35Z
date available2017-05-08T20:39:35Z
date copyrightJune 1986
date issued1986
identifier other%28asce%290733-9429%281986%29112%3A6%28476%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22647
description abstractAs part of a study program related to curved channel sediment excluders, an experimental and numerical investigation was carried out into flow in a curved converging channel. The finite difference computational model gave values that were in good agreement with experimental results. For the particular channel geometry, the calculated and observed values of mean longitudinal velocity approximated to a free vortex along the channel. The investigation demonstrated that for a curved converging channel it is possible to calculate the main parameters required for the design of a curved channel sediment excluder.
publisherAmerican Society of Civil Engineers
titleFlow in Curved Converging Channel
typeJournal Paper
journal volume112
journal issue6
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1986)112:6(476)
treeJournal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 006
contenttypeFulltext


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