Long-term beach response to groin shortening, Westhampton Beach, Long Island, New York

Hans Hanson, Lynn Bocamazo, Magnus Larson, Nicholas C. Kraus

Research output: Chapter in Book/Report/Conference proceedingPaper in conference proceedingpeer-review

Abstract

The groin field built at Westhampton, Long Island, NY, in the 1960s and early 1970s has functioned as intended in protecting a once-vulnerable 4.8-km long segment of barrier beach that had experienced repeated breaching. In 1996-1997, a tapered groin transition to the west was created. The tapering included placement of fill in the existing groin compartments and on the adjacent beach. The combined groin tapering and beach fill have been successful, and the renourishment interval for the beach to the west of the groin field has been extended. As a result, concepts have been put forward regarding shortening of all the original groins. The objective of the present study was to evaluate options involving groin shortening to supply the down-drift beach. The study evaluated not only the evolution of the shoreline, but also the beach and dune interaction for decade-long simulations that include storms.
Original languageEnglish
Title of host publicationCoastal Engineering
PublisherWorld Scientific Publishing
Pages1927-1939
Volume1-5
Publication statusPublished - 2009
EventInternational Conference on Coastal Engineering, 2008 - Hamburg, Germany
Duration: 2008 Aug 312008 Sept 5
Conference number: 31

Publication series

Name
Volume1-5
ISSN (Print)0378-3839

Conference

ConferenceInternational Conference on Coastal Engineering, 2008
Country/TerritoryGermany
CityHamburg
Period2008/08/312008/09/05

Subject classification (UKÄ)

  • Water Engineering

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