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dc.contributor.authorHonghai Li
dc.date.accessioned2022-01-31T23:57:39Z
dc.date.available2022-01-31T23:57:39Z
dc.date.issued5/1/2021
dc.identifier.other%28ASCE%29WW.1943-5460.0000624.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270644
dc.description.abstractDriven by waves, water surface elevation, and wind conditions, a coupled wave, hydrodynamic, and sediment transport modeling system was developed to investigate the transport of placed dredged material in the surf and nearshore zones of southern Lake Michigan. With the measured bathymetric data and the implementation of a cross-shore transport routine, the modeling study focused on nearshore sediment migration, bed volume change, and subaqueous profile change due to wave action. The field datasets validated the model's capability in properly reproducing longshore and cross-shore current and wave processes that govern nearshore sediment transport. The analysis on survey data and simulation results indicates that time-averaged longshore current dominates the redistribution of sediment. Although the cross-shore transport is an order of magnitude smaller than the longshore transport, including the surf zone cross-shore process in the model contributes to net bed and subaqueous profile changes, and greatly improves the model performance.
dc.publisherASCE
dc.titleTransport of Placed Dredged Material in Surf and Nearshore Zone
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.1943-5460.0000624
dc.journal.fristpage05021002-1
dc.journal.lastpage05021002-18
dc.page18
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2021:;Volume ( 147 ):;issue: 003
dc.contenttypeFulltext


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