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contributor authorElizabeth K. Judge
contributor authorMargery F. Overton
contributor authorJohn S. Fisher
date accessioned2017-05-08T21:10:27Z
date available2017-05-08T21:10:27Z
date copyrightNovember 2003
date issued2003
identifier other%28asce%290733-950x%282003%29129%3A6%28270%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41501
description abstractThis paper describes the development of a new parameter to characterize dune vulnerability to storm-induced erosion. Existing indicators of dune erosion vulnerability are examined, including expected cross-sectional erosion values calculated using storm characteristics. We extract a series of 110 pre- and poststorm profiles at cross-shore transects, spaced at approximately 300 m alongshore on digital terrain models of a North Carolina barrier island. Dune failure and survival are designated based on a percentage of the cross-sectional area eroded—50% or greater erosion indicates failure, less than 50% erosion, survival. Crest height does not prove to be an effective predictor of dune vulnerability. Existing cross-sectional area based parameters show some success in predicting erosion vulnerability. We improve the dune failure and survival prediction success rate using a new parameter, a surrogate moment of inertia, the erosion resistance.
publisherAmerican Society of Civil Engineers
titleVulnerability Indicators for Coastal Dunes
typeJournal Paper
journal volume129
journal issue6
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2003)129:6(270)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 006
contenttypeFulltext


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