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dc.contributor.authorKideok Do
dc.contributor.authorNobuhisa Kobayashi
dc.contributor.authorKyung-Duck Suh
dc.contributor.authorJae-Youll Jin
dc.date.accessioned2017-12-30T13:02:35Z
dc.date.available2017-12-30T13:02:35Z
dc.date.issued2016
dc.identifier.other%28ASCE%29WW.1943-5460.0000309.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244923
dc.description.abstractAvailable 17-day field data in Korea are analyzed to investigate the cross-shore wave transformation, currents and sand suspension in the intertidal zone, and beach profile changes of a macrotidal pocket beach with a gentle slope of 0.02 and tidal ranges of 4–7 m. The measured beach profile changes were less than 0.5 m despite the occurrence of two consecutive storms with significant wave heights exceeding 2 m. A cross-shore numerical model is shown to reproduce the gradual wave height decay in the migratory surf zone, the cross-shore current of the order of 0.1 m/s affected by flood and ebb tides, the suspended sand volume varying with the tidal cycle, and the small beach-profile changes. The computed cross-shore and longshore sand-transport volumes per unit width for the 17-day interval are relatively small, but extend the 400-m-wide cross-shore zone. The small volume and wide zone reduces the local erosion or accretion.
dc.publisherAmerican Society of Civil Engineers
dc.titleWave Transformation and Sand Transport on a Macrotidal Pocket Beach
dc.typeJournal Paper
dc.journal.volume142
dc.journal.issue1
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000309
dc.page04015009
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2016:;Volume ( 142 ):;issue: 001
dc.contenttypeFulltext


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