Charlotte S. Moss , David M. Schultz , Ben Parkes , Yan Li , Samuel Draycott
{"title":"Higher-harmonic contributions to surface elevation, kinematics, and wave loads in wave packets across an abrupt depth transition","authors":"Charlotte S. Moss , David M. Schultz , Ben Parkes , Yan Li , Samuel Draycott","doi":"10.1016/j.coastaleng.2024.104693","DOIUrl":null,"url":null,"abstract":"<div><div>The evolution of narrow-banded wave packets across an abrupt depth transition is examined using both laboratory experiments and a fully nonlinear potential-flow model. Whereas available theoretical studies focus up to the second harmonic, here we focus on higher harmonics (i.e., third–fifth) leading to nonlinearity and thereby amplified wave steepness, wave kinematics, and wave force. Surface elevations obtained from laboratory experiments are used to verify the model, with good agreement up to and including the fifth harmonic. Horizontal velocity and acceleration from the model simulations are used to calculate the horizontal force on a cylinder using the Morison equation. The first to fifth harmonics are extracted from the profiles of wave characteristics (e.g., surface elevations, kinematics, wave force) using a Fast Fourier Transform-based bandpass filter to assess their contributions. Higher harmonics accounted for up to 25% of the total surface elevation, up to 30% of horizontal acceleration, and up to 33% in wave force. Thus, higher harmonics should be accounted for in the evolution of waves in coastal waters to ensure loads are not under-estimated.</div></div>","PeriodicalId":50996,"journal":{"name":"Coastal Engineering","volume":"197 ","pages":"Article 104693"},"PeriodicalIF":4.2000,"publicationDate":"2025-01-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Coastal Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0378383924002412","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
Abstract
The evolution of narrow-banded wave packets across an abrupt depth transition is examined using both laboratory experiments and a fully nonlinear potential-flow model. Whereas available theoretical studies focus up to the second harmonic, here we focus on higher harmonics (i.e., third–fifth) leading to nonlinearity and thereby amplified wave steepness, wave kinematics, and wave force. Surface elevations obtained from laboratory experiments are used to verify the model, with good agreement up to and including the fifth harmonic. Horizontal velocity and acceleration from the model simulations are used to calculate the horizontal force on a cylinder using the Morison equation. The first to fifth harmonics are extracted from the profiles of wave characteristics (e.g., surface elevations, kinematics, wave force) using a Fast Fourier Transform-based bandpass filter to assess their contributions. Higher harmonics accounted for up to 25% of the total surface elevation, up to 30% of horizontal acceleration, and up to 33% in wave force. Thus, higher harmonics should be accounted for in the evolution of waves in coastal waters to ensure loads are not under-estimated.
期刊介绍:
Coastal Engineering is an international medium for coastal engineers and scientists. Combining practical applications with modern technological and scientific approaches, such as mathematical and numerical modelling, laboratory and field observations and experiments, it publishes fundamental studies as well as case studies on the following aspects of coastal, harbour and offshore engineering: waves, currents and sediment transport; coastal, estuarine and offshore morphology; technical and functional design of coastal and harbour structures; morphological and environmental impact of coastal, harbour and offshore structures.