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contributor authorAndrea Zampiron
contributor authorVladimir Nikora
contributor authorStuart Cameron
contributor authorWada Patella
contributor authorIsacco Valentini
contributor authorMark Stewart
date accessioned2022-01-30T20:37:51Z
date available2022-01-30T20:37:51Z
date issued1/1/2020 12:00:00 AM
identifier other%28ASCE%29HY.1943-7900.0001647.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266842
description abstractThis Technical Note reports on new experiments focused on hydraulic resistance in open-channel flows over beds covered with streamwise ridges. Extensive bulk friction factor measurements, combined with particle image velocimetry (PIV) for selected cases, were carried out to investigate the effects of spanwise spacing, relative submergence, and surface roughness of the ridges. Two types of ridges were investigated, both characterized by triangular cross sections but featuring different surface roughness. Compared to friction factor estimates neglecting any changes in flow structure promoted by the ridges, the measured friction factors were found to be higher by 10% at ridge spacings of approximately 1.6H and lower by up to 20% at spacings smaller than 0.7H (H is flow depth). No influence of relative submergence and ridge surface roughness on these findings was observed. The PIV data suggest that the revealed effects are likely related to secondary currents instigated and modulated by the bed ridges.
publisherASCE
titleEffects of Streamwise Ridges on Hydraulic Resistance in Open-Channel Flows
typeJournal Paper
journal volume146
journal issue1
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001647
page8
treeJournal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 001
contenttypeFulltext


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