Relative Magnitude of Infragravity Waves at Coastal Dikes with Shallow Foreshores: A Prediction ToolSource: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 005Author:Christopher H. Lashley
,
Jeremy D. Bricker
,
Jentsje van der Meer
,
Corrado Altomare
,
Tomohiro Suzuki
DOI: 10.1061/(ASCE)WW.1943-5460.0000576Publisher: ASCE
Abstract: Despite the widely recognized role of infragravity (IG) waves in many often-hazardous nearshore processes, spectral wave models, which exclude IG-wave dynamics, are often used in the design and assessment of coastal dikes. Consequently, the safety of these structures in environments where IG waves dominate remains uncertain. Here, we combine physical and numerical modeling to: (1) assess the influence of various offshore, foreshore, and dike slope conditions on the dominance of IG waves over those at sea and swell (SS) frequencies; and (2) develop a predictive model for the relative magnitude of IG waves, defined as the ratio of the IG-to-SS-wave height at the dike toe. Findings show that higher, directionally narrow-banded incident waves; shallower water depths; milder foreshore slopes; reduced vegetated cover; and milder dike slopes promote IG-wave dominance. In addition, the empirical model derived, which captures the combined effect of the varied environmental parameters, allows practitioners to quickly estimate the significance of IG waves at the coast, and may also be combined with spectral wave models to extend their applicability to areas where IG waves contribute significantly.
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contributor author | Christopher H. Lashley | |
contributor author | Jeremy D. Bricker | |
contributor author | Jentsje van der Meer | |
contributor author | Corrado Altomare | |
contributor author | Tomohiro Suzuki | |
date accessioned | 2022-01-30T21:17:54Z | |
date available | 2022-01-30T21:17:54Z | |
date issued | 9/1/2020 12:00:00 AM | |
identifier other | %28ASCE%29WW.1943-5460.0000576.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4267957 | |
description abstract | Despite the widely recognized role of infragravity (IG) waves in many often-hazardous nearshore processes, spectral wave models, which exclude IG-wave dynamics, are often used in the design and assessment of coastal dikes. Consequently, the safety of these structures in environments where IG waves dominate remains uncertain. Here, we combine physical and numerical modeling to: (1) assess the influence of various offshore, foreshore, and dike slope conditions on the dominance of IG waves over those at sea and swell (SS) frequencies; and (2) develop a predictive model for the relative magnitude of IG waves, defined as the ratio of the IG-to-SS-wave height at the dike toe. Findings show that higher, directionally narrow-banded incident waves; shallower water depths; milder foreshore slopes; reduced vegetated cover; and milder dike slopes promote IG-wave dominance. In addition, the empirical model derived, which captures the combined effect of the varied environmental parameters, allows practitioners to quickly estimate the significance of IG waves at the coast, and may also be combined with spectral wave models to extend their applicability to areas where IG waves contribute significantly. | |
publisher | ASCE | |
title | Relative Magnitude of Infragravity Waves at Coastal Dikes with Shallow Foreshores: A Prediction Tool | |
type | Journal Paper | |
journal volume | 146 | |
journal issue | 5 | |
journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
identifier doi | 10.1061/(ASCE)WW.1943-5460.0000576 | |
page | 17 | |
tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 005 | |
contenttype | Fulltext |