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  4. Theoretical Model for Nonlinear Long Waves over a Thin Viscoelastic Muddy Seabed
 
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Theoretical Model for Nonlinear Long Waves over a Thin Viscoelastic Muddy Seabed

Journal
Mathematics
Journal Volume
10
Journal Issue
15
Date Issued
2022-08-01
Author(s)
I-CHI CHAN  
DOI
10.3390/math10152715
URI
https://scholars.lib.ntu.edu.tw/handle/123456789/630782
URL
https://api.elsevier.com/content/abstract/scopus_id/85136823209
Abstract
We theoretically analyzed the interaction between surface water waves and a thin muddy seabed. Wave motion in the inviscid water layer was assumed to be irrotational and the soft mud was modeled as a linear viscoelastic fluid. Under the Boussinesq approximation for nonlinear long waves, we present a set of depth-integrated equations that can be solved for the depth-averaged horizontal water particle velocity and the free-surface displacement. The long wave model needs to be solved numerically in general. For the cases of linear progressive waves and solitary waves, further analytical solutions were obtained. The model-predicted wave amplitude attenuation rate was shown to reasonably agree with the field data. Our analysis suggests that the elasticity of mud can potentially enhance the wave damping efficiency of a muddy seabed. The present formulations generalize several existing linear and nonlinear models for the wave–mud problem reported in literature.
Subjects
long waves | muddy seabed | viscoelastic
SDGs

[SDGs]SDG13

[SDGs]SDG14

Publisher
MDPI
Type
journal article

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