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dc.contributor.authorGiulia Stradiotti
dc.contributor.authorGiuseppe Roberto Pisaturo
dc.contributor.authorMarkus Noack
dc.contributor.authorMaurizio Righetti
dc.date.accessioned2025-04-20T10:09:59Z
dc.date.available2025-04-20T10:09:59Z
dc.date.copyright11/23/2024 12:00:00 AM
dc.date.issued2025
dc.identifier.otherJHEND8.HYENG-14131.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304121
dc.description.abstractThe space-and time-averaged velocity profiles in gravel beds show some features that differentiates them from that established in smooth beds, but the obstruction posed by the gravel hampers the experimental measurements below the sediments. To overcome such difficulties, we coupled particle image velocimetry (PIV) with refractive index matching (RIM) by means of substituting the gravel with hydrogel spheres. We applied a superposition of models on the experimental velocity profile: the Darcy, the mixing, the logarithmic, and the wake law models. The resulting analytical profile is adherent to the experimental data in all the regions of the flow, from the bottom to the free surface. After including a second data set from literature, we carried out the dimensional analyses on the parameters in the profile, defining them as functions of the general characteristics of the flow and of the bed. In particular, the position of the inflection point, and thus the relative contribution of the mixing and the logarithmic layers on the overall profile, were found to be related to the permeability Reynolds number.
dc.publisherAmerican Society of Civil Engineers
dc.titleVelocity Profiles in Gravel Beds Based on Refractive Index Matching Experiments
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue2
dc.journal.titleJournal of Hydraulic Engineering
dc.identifier.doi10.1061/JHEND8.HYENG-14131
dc.journal.fristpage04024066-1
dc.journal.lastpage04024066-16
dc.page16
dc.treeJournal of Hydraulic Engineering:;2025:;Volume ( 151 ):;issue: 002
dc.contenttypeFulltext


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