Hybrid morphological modelling of shoreline response to a detached breakwater
Publication: Research - peer-review › Journal article – Annual report year: 2013
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Hybrid morphological modelling of shoreline response to a detached breakwater. / Kristensen, Sten Esbjørn; Drønen, Nils; Deigaard, Rolf; Fredsøe, Jørgen.
In: Coastal Engineering, Vol. 71, 2013, p. 13-27.Publication: Research - peer-review › Journal article – Annual report year: 2013
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TY - JOUR
T1 - Hybrid morphological modelling of shoreline response to a detached breakwater
A1 - Kristensen,Sten Esbjørn
A1 - Drønen,Nils
A1 - Deigaard,Rolf
A1 - Fredsøe,Jørgen
AU - Kristensen,Sten Esbjørn
AU - Drønen,Nils
AU - Deigaard,Rolf
AU - Fredsøe,Jørgen
PB - Elsevier BV
PY - 2013
Y1 - 2013
N2 - We present a new type of model for calculating morphological changes induced by the presence of breakwaters. The model combines a process based area model, used to calculate the sediment transport field in the two horizontal dimensions, with a simplified morphological updating scheme where the evolving cross-shore profile is described by a limited number of parameters. The hybrid morphological model is a strong tool for medium and long term modelling because it is cost effective while containing important features of the sediment transport description.Two versions of the model are developed in order to study the evolution of beach morphology: one suited for offshore breakwaters (1D model) and one mainly dedicated to coastal breakwaters (“1.5D” model).The version for offshore breakwaters is first presented and tested against field observations of salient evolution. The model is then applied to a model study of the principle correlations between evolving salients (spatial and temporal scales), the characteristic dimensions of the breakwater (distance to shore and alongshore length) and wave climate (wave height, normal and oblique wave incidence).The second version is applied to investigate in more detail the evolving morphology behind coastal breakwaters. It is demonstrated how the model is able to calculate the evolution of either salient or tombolo planforms, and furthermore it is shown that the results are in reasonable agreement with existing rules.
AB - We present a new type of model for calculating morphological changes induced by the presence of breakwaters. The model combines a process based area model, used to calculate the sediment transport field in the two horizontal dimensions, with a simplified morphological updating scheme where the evolving cross-shore profile is described by a limited number of parameters. The hybrid morphological model is a strong tool for medium and long term modelling because it is cost effective while containing important features of the sediment transport description.Two versions of the model are developed in order to study the evolution of beach morphology: one suited for offshore breakwaters (1D model) and one mainly dedicated to coastal breakwaters (“1.5D” model).The version for offshore breakwaters is first presented and tested against field observations of salient evolution. The model is then applied to a model study of the principle correlations between evolving salients (spatial and temporal scales), the characteristic dimensions of the breakwater (distance to shore and alongshore length) and wave climate (wave height, normal and oblique wave incidence).The second version is applied to investigate in more detail the evolving morphology behind coastal breakwaters. It is demonstrated how the model is able to calculate the evolution of either salient or tombolo planforms, and furthermore it is shown that the results are in reasonable agreement with existing rules.
KW - Breakwater
KW - Morphological response
KW - Shoreline
KW - Equilibrium
KW - Salient
KW - Tombolo
U2 - 10.1016/j.coastaleng.2012.06.005
DO - 10.1016/j.coastaleng.2012.06.005
JO - Coastal Engineering
JF - Coastal Engineering
SN - 0378-3839
VL - 71
SP - 13
EP - 27
ER -