Shouqian Li , Shihuan Zhou , Yongjun Lu , Rui Hu , Wei Huang , J.A. Roelvink
{"title":"Experiment study on vortex evolution process and vorticity distribution in wave boundary layer flow over a rippled bed","authors":"Shouqian Li , Shihuan Zhou , Yongjun Lu , Rui Hu , Wei Huang , J.A. Roelvink","doi":"10.1016/j.coastaleng.2024.104643","DOIUrl":null,"url":null,"abstract":"<div><div>Vortex over rippled bed acts as the main driving force for sediment transport under wave dynamics. Hydrodynamic experiments are carried out under matching conditions of wave dynamics and bed ripples, to reveal the vortex evolution process and vorticity distribution. The results indicate that the vortex body around the ripples experiences the evolution process of clockwise vortex formation, clockwise vortex detachment and dissipation, counterclockwise vortex formation, and counterclockwise vortex detachment and dissipation. Moreover, the vorticity at the ripple crest is proportional to <em>U</em><sub>w,rms</sub>/<em>λ</em> and <em>η</em>/<em>λ</em>, where <em>U</em><sub>w,rms</sub> represents the bottom velocity under wave action, <em>λ</em> represents the ripple length and <em>η</em> represents the ripple height. The vertical distribution of dimensionless vorticity depends on <em>η</em>. As <em>η</em> grows, the vorticity increases in the upper part and the vertical distribution of dimensionless vorticity becomes uniform. The circulation of the vortices is proportional to <em>U</em><sub>w,rms</sub> and <em>η</em>. The proposed expression for the vorticity at ripple crest, dimensionless vertical distribution of vorticity and circulation of the vortices all agrees well with the measured values. These findings lay the foundation for the study of the bottom sediment concentration.</div></div>","PeriodicalId":50996,"journal":{"name":"Coastal Engineering","volume":"195 ","pages":"Article 104643"},"PeriodicalIF":4.2000,"publicationDate":"2024-10-23","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/S0378383924001911","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
Vortex over rippled bed acts as the main driving force for sediment transport under wave dynamics. Hydrodynamic experiments are carried out under matching conditions of wave dynamics and bed ripples, to reveal the vortex evolution process and vorticity distribution. The results indicate that the vortex body around the ripples experiences the evolution process of clockwise vortex formation, clockwise vortex detachment and dissipation, counterclockwise vortex formation, and counterclockwise vortex detachment and dissipation. Moreover, the vorticity at the ripple crest is proportional to Uw,rms/λ and η/λ, where Uw,rms represents the bottom velocity under wave action, λ represents the ripple length and η represents the ripple height. The vertical distribution of dimensionless vorticity depends on η. As η grows, the vorticity increases in the upper part and the vertical distribution of dimensionless vorticity becomes uniform. The circulation of the vortices is proportional to Uw,rms and η. The proposed expression for the vorticity at ripple crest, dimensionless vertical distribution of vorticity and circulation of the vortices all agrees well with the measured values. These findings lay the foundation for the study of the bottom sediment concentration.
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.