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dc.contributor.authorStephanie M. Smallegan
dc.contributor.authorJennifer L. Irish
dc.date.accessioned2017-12-16T09:12:47Z
dc.date.available2017-12-16T09:12:47Z
dc.date.issued2017
dc.identifier.other%28ASCE%29WW.1943-5460.0000413.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4240007
dc.description.abstractBarrier island overwash and breaching are caused by inundation from ocean storm surge and waves or from elevated levels of bay water. According to numerical simulations, a developed barrier island in New Jersey experienced major overwash and some breaching during Hurricane Sandy in 2012 as a result of an extreme rise in bay surge within Barnegat Bay 6 h after peak ocean surge. In this study, a sensitivity analysis was conducted on the effects of peak bay-surge timing and magnitude on the morphological change in the presence and absence of a seawall. Results from the numerical model indicate that the timing of the peak bay surge in the northern portion of Barnegat Bay was a major contributor to the damage observed at nearby locations along the barrier island. By shifting bay-surge timing, island erosion was reduced up to 130%, mostly on the back barrier, the location of the majority of coastal infrastructure. Additionally, simulations show that a seawall protected the island from severe erosion by preventing ocean and bay surge from flowing freely across the island. In the absence of a seawall, the elevation of the island was significantly eroded under Hurricane Sandy conditions, where erosion was exacerbated by increases in bay-surge magnitude.
dc.publisherAmerican Society of Civil Engineers
dc.titleBarrier Island Morphological Change by Bay-Side Storm Surge
dc.typeJournal Paper
dc.journal.volume143
dc.journal.issue5
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000413
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2017:;Volume ( 143 ):;issue: 005
dc.contenttypeFulltext


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