Application of a Consistent Nonlinear Mild-Slope Equation Model to Random Wave Propagation and Dissipation-Reference-Cited by-同舟云学术

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Application of a Consistent Nonlinear Mild-Slope Equation Model to Random Wave Propagation and Dissipation

Published:2024-11 Issue:6 Volume:150 Page:
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

Kim In-Chul¹^ORCID,Kaihatu James M.²

Affiliation:

1. Postdoctoral Scholar, College of Earth, Ocean, and Atmospheric Sciences, Oregon State Univ., Corvallis, OR 97331 (corresponding author). ORCID: .

2. Professor, Zachry Dept. of Civil & Environmental Engineering, Texas A&M Univ., College Station, TX 77843.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JWPED5.WWENG-2114

Reference44 articles.

1. Nonlinear evolution of a unidirectional shoaling wave field;Agnon Y.;Coastal Eng.,1993

2. The impact of modulational instability on coastal wave forecasting using quadratic models

3. Improved representation of breaking wave energy dissipation in parametric wave transformation models;Alsina J. M.;Coastal Eng.,2007

4. Evolution of high frequency waves in shoaling and breaking wave spectra

5. Cross-shore hydrodynamics within an unsaturated surf zone

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