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Modeling regional sediment transport and barrier elongation on Long Island coast, United States

Hoan, Le Xuan (author)
Toyohashi University of Technology,Vietnamese Academy of Science and Technology
Hanson, Hans (author)
Lund University,Lunds universitet,Avdelningen för Teknisk vattenresurslära,Institutionen för bygg- och miljöteknologi,Institutioner vid LTH,Lunds Tekniska Högskola,Division of Water Resources Engineering,Department of Building and Environmental Technology,Departments at LTH,Faculty of Engineering, LTH
Larson, Magnus (author)
Lund University,Lunds universitet,Avdelningen för Teknisk vattenresurslära,Institutionen för bygg- och miljöteknologi,Institutioner vid LTH,Lunds Tekniska Högskola,Division of Water Resources Engineering,Department of Building and Environmental Technology,Departments at LTH,Faculty of Engineering, LTH
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Kato, Shigeru (author)
Toyohashi University of Technology
Aoki, Shin Ichi (author)
Toyohashi University of Technology
T. Magoon, Orville (editor)
M. Noble, Ronald (editor)
D. Treadwell, Donald (editor)
C. Kim, Young (editor)
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 (creator_code:org_t)
2012-04-26
2011
English 14 s.
In: Coastal Engineering Practice : Proceedings of the 2011 Conference on Coastal Engineering Practice - Proceedings of the 2011 Conference on Coastal Engineering Practice. - Reston, VA : American Society of Civil Engineers. - 9780784411902 ; , s. 473-486
  • Conference paper (peer-reviewed)
Abstract Subject headings
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  • 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. © 2011 ASCE.

Subject headings

TEKNIK OCH TEKNOLOGIER  -- Samhällsbyggnadsteknik -- Vattenteknik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Civil Engineering -- Water Engineering (hsv//eng)

Keyword

Barriers
New York
Numerical models
Sediment transport

Publication and Content Type

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