Chapter
Apr 26, 2012
Modeling Regional Sediment Transport and Barrier Elongation on Long Island Coast, United States
Authors: Le Xuan Hoan [email protected], Hans Hanson [email protected], Magnus Larson [email protected], Shigeru Kato [email protected], and Shin-ichi Aoki [email protected]Author Affiliations
Publication: Coastal Engineering Practice (2011)
Abstract
A new numerical model of regional sediment transport and barrier elongation, supplied by sediment coming from longshore sediment transport (LST), was developed. The spit growth and barrier elongation model was based on the model proposed by Kraus (1999). The LST rate used as input for the spit growth and barrier elongation model was simulated by the one-line model of shoreline change (Hanson, 1987) combined with the inlet reservoir model (Kraus, 2000; Larson et al., 2006). The model was applied to field data from the south coast of Long Island, United States. The simulation results were compared with measurements of the annual net LST rate and the barrier elongation. Overall, the model simulations were in good agreement with the measured data.
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© 2011 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Department of Architecture and Civil Engineering, Toyohashi University of Technology, 1-1 Tempaku-cho, Toyohashi, Aichi 441-8580, Japan; and Institute of Mechanics, Vietnam Academy of Science and Technology, 264 Doi Can, Hanoi, Vietnam.E-mail: [email protected]
Water Resources Engineering, Lund University, Box 118, SE-221 00 Lund, Sweden.E-mail: [email protected]
Water Resources Engineering, Lund University, Box 118, SE-221 00 Lund, Sweden.E-mail: [email protected]
Department of Architecture and Civil Engineering, Toyohashi University of Technology, 1-1 Tempaku-cho, Toyohashi, Aichi 441-8580, Japan.E-mail: [email protected]
Department of Architecture and Civil Engineering, Toyohashi University of Technology, 1-1 Tempaku-cho, Toyohashi, Aichi 441-8580, Japan.E-mail: [email protected]
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