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Shoreline response to detached breakwaters and tidal current : comparison of mumerical and physical models

Hanson, Hans LU ; Larson, Magnus LU ; Kraus, N.C. and Gravens, M.B. (2006) International Coastal on Engineering Conference, 2006 p.3630-3642
Abstract
Shoreline response behind a detached breakwater and at a T-head groin observed in a large-scale physical model was validated with an updated GENESIS model. A new total load longshore sediment transport rate formula, introduced in this paper, was developed and incorporated in GENESIS to address engineering predictive requirements at coastal inlets. The relationship represents the contribution from obliquely incident breaking waves, their gradient alongshore, and external non-wave induced currents, such as the longshore components of a tidal current or wind-induced current. The principle of superposition of current components in the transport relationship is validated against transport rate measurements from physical model tests at the... (More)
Shoreline response behind a detached breakwater and at a T-head groin observed in a large-scale physical model was validated with an updated GENESIS model. A new total load longshore sediment transport rate formula, introduced in this paper, was developed and incorporated in GENESIS to address engineering predictive requirements at coastal inlets. The relationship represents the contribution from obliquely incident breaking waves, their gradient alongshore, and external non-wave induced currents, such as the longshore components of a tidal current or wind-induced current. The principle of superposition of current components in the transport relationship is validated against transport rate measurements from physical model tests at the Large-Scale Sediment Transport Facility of the US Army Engineer Research and Development Center. (Less)
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author
; ; and
organization
publishing date
type
Chapter in Book/Report/Conference proceeding
publication status
published
subject
host publication
[Host publication title missing]
pages
3630 - 3642
conference name
International Coastal on Engineering Conference, 2006
conference location
San Diego, California, United States
conference dates
2006-09-03 - 2006-09-08
external identifiers
  • scopus:84873054006
DOI
10.1142/9789812709554_0305
language
English
LU publication?
yes
id
32ffc281-d83e-4eef-908f-2fdb223ec70a (old id 750424)
date added to LUP
2016-04-04 13:27:16
date last changed
2020-10-04 06:46:05
@inproceedings{32ffc281-d83e-4eef-908f-2fdb223ec70a,
  abstract     = {Shoreline response behind a detached breakwater and at a T-head groin observed in a large-scale physical model was validated with an updated GENESIS model. A new total load longshore sediment transport rate formula, introduced in this paper, was developed and incorporated in GENESIS to address engineering predictive requirements at coastal inlets. The relationship represents the contribution from obliquely incident breaking waves, their gradient alongshore, and external non-wave induced currents, such as the longshore components of a tidal current or wind-induced current. The principle of superposition of current components in the transport relationship is validated against transport rate measurements from physical model tests at the Large-Scale Sediment Transport Facility of the US Army Engineer Research and Development Center.},
  author       = {Hanson, Hans and Larson, Magnus and Kraus, N.C. and Gravens, M.B.},
  booktitle    = {[Host publication title missing]},
  language     = {eng},
  pages        = {3630--3642},
  title        = {Shoreline response to detached breakwaters and tidal current : comparison of mumerical and physical models},
  url          = {http://dx.doi.org/10.1142/9789812709554_0305},
  doi          = {10.1142/9789812709554_0305},
  year         = {2006},
}