2022
DOI: 10.1029/2021wr031121
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Wave Breaking Induced by Opposing Currents in Submerged Vegetation Canopies

Abstract: Coastal wetlands such as mangroves and saltmarshes are increasingly recognized as effective buffers to attenuate incident waves and reduce the load on coastal structures (

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Cited by 21 publications
(3 citation statements)
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“…, and C µ are empirical coefficients [66]. As suggested by Ma et al [67], 44, and C 2ε = 1.92. The drag-related coefficients C f k = 0.07 and C f ε = 0.16 as recommended by Shimizu and Tsujimoto [68].…”
Section: Descriptions On Numerical Wave Modelmentioning
confidence: 97%
See 1 more Smart Citation
“…, and C µ are empirical coefficients [66]. As suggested by Ma et al [67], 44, and C 2ε = 1.92. The drag-related coefficients C f k = 0.07 and C f ε = 0.16 as recommended by Shimizu and Tsujimoto [68].…”
Section: Descriptions On Numerical Wave Modelmentioning
confidence: 97%
“…In the past two decades, various types of the numerical models were applied to study the complexity of wave-vegetation interactions [24,[42][43][44]. For instance, by applying an improved Boussunesq wave model, the wave attenuation properties of flexible and rigid vegetation patches were systematically analyzed by Augustin et al [45] and Huang et al [22].…”
Section: Introductionmentioning
confidence: 99%
“…The first analytical model that explicitly expressed vegetation-induced drag force used the Morison equation and schematised forests as arrays of vertical cylinders (Dalrymple et al, 1984;Morison et al, 1950). It has paved the way for modelling advanced physics in wave propagation, such as wave breaking, wave randomness and wave-current interaction (Hu et al, 2022;Hu et al, 2014;Losada et al, 2016;Mendez & Losada, 2004), and somewhat more complex forest configurations such as horizontal roots and extremely dense vegetation (Suzuki et al, 2012(Suzuki et al, , 2019. Further advancements that use a novel measuring approach can obtain generic drag coefficient equations for various flow and wave conditions and different vegetation types (Chen, Ni, et al, 2018;Hu, Lian, et al, 2021;Yao et al, 2018), and have successfully been applied in several modelling studies (Hu et al, 2019;Liu et al, 2015;van Veelen et al, 2020van Veelen et al, , 2021Wang et al, 2015).…”
Section: Modelling Wave Attenuationmentioning
confidence: 99%