Drag Force Modeling of Surface Wave Dissipation by a Vegetation Field

In this paper, we explore the use of coastal vegetation as a natural barrier to defend our shoreline from hazards caused by large wind waves, storm surges, and tsunamis. A numerical model based on XBeach is employed to evaluate the wave damping by vegetation. An explicit formula for the required dra...

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Main Authors: Tze-Yi Yang, I-Chi Chan
Format: Article
Language:English
Published: MDPI AG 2020-09-01
Series:Water
Subjects:
Online Access:https://www.mdpi.com/2073-4441/12/9/2513
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author Tze-Yi Yang
I-Chi Chan
author_facet Tze-Yi Yang
I-Chi Chan
author_sort Tze-Yi Yang
collection DOAJ
description In this paper, we explore the use of coastal vegetation as a natural barrier to defend our shoreline from hazards caused by large wind waves, storm surges, and tsunamis. A numerical model based on XBeach is employed to evaluate the wave damping by vegetation. An explicit formula for the required drag coefficient used to help describe the additional force imposed by the vegetation is developed through a series of numerical experiments. Overall, our predictions agree reasonably with available laboratory data in the literature for various incident wave conditions and vegetation configurations. Our analysis suggests that a small unvegetated open space in the middle of a vegetation strip does not have a significant impact on the amount of wave height attenuation at the exit of the vegetated bed.
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spelling doaj.art-9f4926f79f0642338d0fc26989a20c452023-11-20T13:05:04ZengMDPI AGWater2073-44412020-09-01129251310.3390/w12092513Drag Force Modeling of Surface Wave Dissipation by a Vegetation FieldTze-Yi Yang0I-Chi Chan1Department of Civil Engineering, National Taiwan University, Taipei 10617, TaiwanDepartment of Civil Engineering, National Taiwan University, Taipei 10617, TaiwanIn this paper, we explore the use of coastal vegetation as a natural barrier to defend our shoreline from hazards caused by large wind waves, storm surges, and tsunamis. A numerical model based on XBeach is employed to evaluate the wave damping by vegetation. An explicit formula for the required drag coefficient used to help describe the additional force imposed by the vegetation is developed through a series of numerical experiments. Overall, our predictions agree reasonably with available laboratory data in the literature for various incident wave conditions and vegetation configurations. Our analysis suggests that a small unvegetated open space in the middle of a vegetation strip does not have a significant impact on the amount of wave height attenuation at the exit of the vegetated bed.https://www.mdpi.com/2073-4441/12/9/2513coastal vegetationwave attenuationdrag coefficientXBeach
spellingShingle Tze-Yi Yang
I-Chi Chan
Drag Force Modeling of Surface Wave Dissipation by a Vegetation Field
Water
coastal vegetation
wave attenuation
drag coefficient
XBeach
title Drag Force Modeling of Surface Wave Dissipation by a Vegetation Field
title_full Drag Force Modeling of Surface Wave Dissipation by a Vegetation Field
title_fullStr Drag Force Modeling of Surface Wave Dissipation by a Vegetation Field
title_full_unstemmed Drag Force Modeling of Surface Wave Dissipation by a Vegetation Field
title_short Drag Force Modeling of Surface Wave Dissipation by a Vegetation Field
title_sort drag force modeling of surface wave dissipation by a vegetation field
topic coastal vegetation
wave attenuation
drag coefficient
XBeach
url https://www.mdpi.com/2073-4441/12/9/2513
work_keys_str_mv AT tzeyiyang dragforcemodelingofsurfacewavedissipationbyavegetationfield
AT ichichan dragforcemodelingofsurfacewavedissipationbyavegetationfield