| contributor author | Elizabeth K. Judge | |
| contributor author | Margery F. Overton | |
| contributor author | John S. Fisher | |
| date accessioned | 2017-05-08T21:10:27Z | |
| date available | 2017-05-08T21:10:27Z | |
| date copyright | November 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%290733-950x%282003%29129%3A6%28270%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/41501 | |
| description abstract | This 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. | |
| publisher | American Society of Civil Engineers | |
| title | Vulnerability Indicators for Coastal Dunes | |
| type | Journal Paper | |
| journal volume | 129 | |
| journal issue | 6 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(2003)129:6(270) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 006 | |
| contenttype | Fulltext | |