Chapter
Apr 26, 2012
Critical Width of Barrier Islands and Implications for Engineering Design
Authors: Julie Dean Rosati [email protected] and Gregory W. Stone [email protected]Author Affiliations
Publication: Coastal Sediments '07
Abstract
The critical width of a barrier island is defined as the smallest cross-shore dimension that minimizes net loss of sediment from the island over periods from decades to centuries. This concept is of importance for large-scale restoration of barrier islands which involves rebuilding these islands to a specified geometry. Within constraints of coastal forcing and geologic and regional characteristics at the site, islands having critical width will capture deposition of washover sediment onto the subaerial beach over the project lifetime. This study reviews previous investigations of barrier island critical width and applies a newly-developed model of barrier island migration, consolidation, and overwash to assist engineering design.
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© 2007 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, 109 St. Joseph Street, Mobile, AL 36602. E-mail: [email protected]
Louisiana State University, Coastal Studies Institute and Department of Oceanography and Coastal Sciences, 316 Howe-Russell, Baton Rouge, LA 70803. E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.