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dc.contributor.authorJack A.
dc.contributor.authorPuleo
dc.contributor.authorChris
dc.contributor.authorBlenkinsopp
dc.contributor.authorDaniel
dc.contributor.authorConley
dc.contributor.authorGerd
dc.contributor.authorMasselink
dc.contributor.authorIan L.
dc.contributor.authorTurner
dc.contributor.authorPaul
dc.contributor.authorRussell
dc.contributor.authorDaniel
dc.contributor.authorBuscombe
dc.contributor.authorDaniel
dc.contributor.authorHowe
dc.contributor.authorThijs
dc.contributor.authorLanckriet
dc.contributor.authorRobert
dc.contributor.authorMcCall
dc.contributor.authorTimothy
dc.contributor.authorPoate
dc.date.accessioned2017-05-08T22:04:28Z
dc.date.available2017-05-08T22:04:28Z
dc.date.copyrightJanuary 2014
dc.date.issued2014
dc.identifier.other(ASCE)CO.1943-7862.0000534.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70495
dc.description.abstractA comprehensive study of swash-zone hydrodynamics and sediment transport was conducted on a macrotidal beach in Perranporth, United Kingdom. The unique study is the first to simultaneously measure suspended sediment and sheet flow sediment concentrations, water depth, near-bed velocity profiles, and high-resolution swash surface and bed-level changes on a natural beach. Data collected during the study are used to quantify the vertical profile of cross-shore and alongshore velocities and the importance of sheet flow sediment processes in the swash zone. The swash-zone boundary layer for cross-shore velocities is observed to generally occur over at least the lower 0.06 m of the water column. Alongshore velocities are often the same order of magnitude as the cross-shore velocities and are dominant near cross-shore flow reversal. Flows are often logarithmic in profile, but the instantaneous nature of the measurements renders application of the logarithmic model difficult. When valid, the logarithmic model enabled cross-shore shear stress estimates of up to
dc.publisherAmerican Society of Civil Engineers
dc.titleComprehensive Field Study of Swash-Zone Processes. I: Experimental Design with Examples of Hydrodynamic and Sediment Transport Measurements
dc.typeJournal Paper
dc.journal.volume140
dc.journal.issue1
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000210
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2014:;Volume ( 140 ):;issue: 001
dc.contenttypeFulltext


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