1DH Boussinesq modeling of wave transformation over fringing reefs

To better understand wave transformation process and the associated hydrodynamic characteristics over fringing coral reefs, we present a numerical study, which is based on one-dimensional (1D) fully nonlinear Boussinesq equations, of the wave-induced setups/setdowns and wave height changes over vari...

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Main Authors: Yao, Yu, Huang, Zhenhua, Lo, Edmond Yat-Man, Monismith, Stephen G.
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2013
Online Access:https://hdl.handle.net/10356/97227
http://hdl.handle.net/10220/10616
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-972272020-03-07T11:43:44Z 1DH Boussinesq modeling of wave transformation over fringing reefs Yao, Yu Huang, Zhenhua Lo, Edmond Yat-Man Monismith, Stephen G. School of Civil and Environmental Engineering Earth Observatory of Singapore To better understand wave transformation process and the associated hydrodynamic characteristics over fringing coral reefs, we present a numerical study, which is based on one-dimensional (1D) fully nonlinear Boussinesq equations, of the wave-induced setups/setdowns and wave height changes over various fringing reef profiles. An empirical eddy viscosity model is adopted to account for wave breaking and a shock-capturing finite volume (FV)-based solver is employed to ensure the computational accuracy and stability for steep reef faces and shallow reef flats. The numerical results are compared with a series of published laboratory experiments. Our results show that with an appropriate treatment of boundary conditions and a fine-tuned eddy viscosity model, the full nonlinear Boussinesq model can give satisfactory predictions of the wave height as well as the mean water level over various reef profiles with different reef-flat submergences and reef-crest configurations under both monochromatic and spectral waves. The primary 1D wave transformation processes, including nonlinear shoaling, refection, breaking, generation of higher harmonics and infragravity waves, can also be reasonably captured. Finally, the model is applied to study the effects of reef-face slopes and profile shapes on the distribution of the wave height and mean water level over the fringing reefs. 2013-06-25T04:35:41Z 2019-12-06T19:40:23Z 2013-06-25T04:35:41Z 2019-12-06T19:40:23Z 2012 2012 Journal Article Yao, Y., Huang, Z., Monismith, S. G., & Lo, E. Y. M. (2012). 1DH Boussinesq modeling of wave transformation over fringing reefs. Ocean Engineering, 47, 30-42. 0029-8018 https://hdl.handle.net/10356/97227 http://hdl.handle.net/10220/10616 10.1016/j.oceaneng.2012.03.010 en Ocean Engineering © 2012 Elsevier Ltd.
institution Nanyang Technological University
building NTU Library
country Singapore
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language English
description To better understand wave transformation process and the associated hydrodynamic characteristics over fringing coral reefs, we present a numerical study, which is based on one-dimensional (1D) fully nonlinear Boussinesq equations, of the wave-induced setups/setdowns and wave height changes over various fringing reef profiles. An empirical eddy viscosity model is adopted to account for wave breaking and a shock-capturing finite volume (FV)-based solver is employed to ensure the computational accuracy and stability for steep reef faces and shallow reef flats. The numerical results are compared with a series of published laboratory experiments. Our results show that with an appropriate treatment of boundary conditions and a fine-tuned eddy viscosity model, the full nonlinear Boussinesq model can give satisfactory predictions of the wave height as well as the mean water level over various reef profiles with different reef-flat submergences and reef-crest configurations under both monochromatic and spectral waves. The primary 1D wave transformation processes, including nonlinear shoaling, refection, breaking, generation of higher harmonics and infragravity waves, can also be reasonably captured. Finally, the model is applied to study the effects of reef-face slopes and profile shapes on the distribution of the wave height and mean water level over the fringing reefs.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Yao, Yu
Huang, Zhenhua
Lo, Edmond Yat-Man
Monismith, Stephen G.
format Article
author Yao, Yu
Huang, Zhenhua
Lo, Edmond Yat-Man
Monismith, Stephen G.
spellingShingle Yao, Yu
Huang, Zhenhua
Lo, Edmond Yat-Man
Monismith, Stephen G.
1DH Boussinesq modeling of wave transformation over fringing reefs
author_sort Yao, Yu
title 1DH Boussinesq modeling of wave transformation over fringing reefs
title_short 1DH Boussinesq modeling of wave transformation over fringing reefs
title_full 1DH Boussinesq modeling of wave transformation over fringing reefs
title_fullStr 1DH Boussinesq modeling of wave transformation over fringing reefs
title_full_unstemmed 1DH Boussinesq modeling of wave transformation over fringing reefs
title_sort 1dh boussinesq modeling of wave transformation over fringing reefs
publishDate 2013
url https://hdl.handle.net/10356/97227
http://hdl.handle.net/10220/10616
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