TECHNICAL PAPERS
Oct 15, 2003

Vulnerability Indicators for Coastal Dunes

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 129, Issue 6

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.

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Information & Authors

Information

Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 129Issue 6November 2003
Pages: 270 - 278

History

Received: Sep 4, 2002
Accepted: Apr 24, 2003
Published online: Oct 15, 2003
Published in print: Nov 2003

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Authors

Affiliations

Elizabeth K. Judge, M.ASCE
Coastal Engineer, Moffatt & Nichol Engineers, 1509 West Swann Ave., Ste. 225, Tampa, FL 33606.
Margery F. Overton, M.ASCE
Associate Professor, Dept. of Civil Engineering, North Carolina State Univ., Box 7908, Raleigh, NC 27695.
John S. Fisher, M.ASCE
Professor, Dept. of Civil Engineering, North Carolina State Univ., Box 7908, Raleigh, NC 27695.

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