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dc.contributor.authorRichard I. Wilson
dc.contributor.authorHeide Friedrich
dc.contributor.authorCraig Stevens
dc.date.accessioned2022-01-31T23:57:48Z
dc.date.available2022-01-31T23:57:48Z
dc.date.issued5/1/2021
dc.identifier.other%28ASCE%29WW.1943-5460.0000628.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270648
dc.description.abstractIn this study, the entrainment mechanisms of unconfined turbidity currents that interact with a linear rectangular obstacle will be investigated and compared with confined studies. Laboratory experiments will be performed in a lock exchange basin, where the width allows unconfined and partially unconfined flows, with varying initial current densities. Ambient fluid entrainment, based on the Morton-Taylor-Turner (MTT) hypothesis, was found to be comparable to previous confined studies; however, in situ current density decreased at a greater rate than the latter. It was shown that this was probably caused by the unconfined lateral spreading of the current before the obstacle. The entrainment parameter had a weak relationship with Froude, Reynolds, and Richardson numbers for nonobstructed tests, which was similar to previous studies. However, this was not the case for obstacle tests, which experienced a greater variance in entrainment velocity and head height. Of note, head height was less than that for equivalent confined tests, which suggested that in a practical setting, confined studies might overestimate the obstacle height needed to block current propagation.
dc.publisherASCE
dc.titleAmbient Entrainment Mechanisms of Partially Unconfined Turbidity Currents Interacting with a Continuous Rigid Obstacle
dc.typeJournal Paper
dc.journal.volume147
dc.journal.issue3
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000628
dc.journal.fristpage04021003-1
dc.journal.lastpage04021003-13
dc.page13
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2021:;Volume ( 147 ):;issue: 003
dc.contenttypeFulltext


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