Effects of free surface modelling and wave-breaking turbulence on depth-resolved modelling of sediment transport in the swash zone

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL
J.W.M. Kranenborg , G.H.P. Campmans , J.J. van der Werf , R.T. McCall , A.J.H.M. Reniers , S.J.M.H. Hulscher
{"title":"Effects of free surface modelling and wave-breaking turbulence on depth-resolved modelling of sediment transport in the swash zone","authors":"J.W.M. Kranenborg ,&nbsp;G.H.P. Campmans ,&nbsp;J.J. van der Werf ,&nbsp;R.T. McCall ,&nbsp;A.J.H.M. Reniers ,&nbsp;S.J.M.H. Hulscher","doi":"10.1016/j.coastaleng.2024.104519","DOIUrl":null,"url":null,"abstract":"<div><p>The swash zone is an important region for the coastal morphodynamics. Often, model studies of the swash zone use depth-averaged models. These models typically assume a vertically uniform velocity and sand concentration for calculating the sand transport flux. However, this assumption is not always accurate in the swash zone. In order to investigate the vertical distribution of velocity and sand, we use a depth-resolving model that is able to capture these vertical variations. We simulate the flow and suspended sediment transport induced by bichromatic waves using a 2DV depth-resolving RANS model. Our verification of the model shows that special care needs to be taken to deal with bubbles in 2DV simulations. Furthermore, we show that turning off the (Wilcox, 2006, 2008) limiter for turbulence, increases the modelled turbulent kinetic energy that is induced by wave-breaking, resulting in improved predictions of sediment concentrations. Using the depth-resolving model, we show that the vertical distribution of velocity and sand is far from uniform in the swash zone. The results show that if one assumes vertically uniform depth-averaged velocities and concentrations, one can overpredict the sediment flux by 50%.</p></div>","PeriodicalId":50996,"journal":{"name":"Coastal Engineering","volume":"191 ","pages":"Article 104519"},"PeriodicalIF":4.2000,"publicationDate":"2024-04-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S037838392400067X/pdfft?md5=0b78413226a944bd0d4196b197b7bce5&pid=1-s2.0-S037838392400067X-main.pdf","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Coastal Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S037838392400067X","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 swash zone is an important region for the coastal morphodynamics. Often, model studies of the swash zone use depth-averaged models. These models typically assume a vertically uniform velocity and sand concentration for calculating the sand transport flux. However, this assumption is not always accurate in the swash zone. In order to investigate the vertical distribution of velocity and sand, we use a depth-resolving model that is able to capture these vertical variations. We simulate the flow and suspended sediment transport induced by bichromatic waves using a 2DV depth-resolving RANS model. Our verification of the model shows that special care needs to be taken to deal with bubbles in 2DV simulations. Furthermore, we show that turning off the (Wilcox, 2006, 2008) limiter for turbulence, increases the modelled turbulent kinetic energy that is induced by wave-breaking, resulting in improved predictions of sediment concentrations. Using the depth-resolving model, we show that the vertical distribution of velocity and sand is far from uniform in the swash zone. The results show that if one assumes vertically uniform depth-averaged velocities and concentrations, one can overpredict the sediment flux by 50%.

自由表面建模和破浪湍流对斜流区沉积物运移深度分辨建模的影响
斜流区是沿岸形态动力学的一个重要区域。对冲沙区的模式研究通常采用深度平均模式。这些模式在计算输沙通量时,通常假定流速和沙浓度垂直均匀。然而,这一假设在斜流区内并不总是准确的。为了研究流速和泥沙的垂直分布,我们使用了一种能够捕捉到这些垂直变化的深度解析模型。我们使用二维深度分辨 RANS 模型模拟了双色波引起的流动和悬浮泥沙输运。我们对模型的验证表明,在 2DV 模拟中需要特别注意气泡的处理。此外,我们还发现,关闭(Wilcox,2006 年,2008 年)湍流限制器可增加由波浪破碎引起的模型湍流动能,从而改进对沉积物浓度的预测。利用深度解析模型,我们发现斜流区内的流速和泥沙的垂直分布远非均匀一致。结果表明,如果假定垂直方向上的平均深度速度和浓度是均匀的,那么对泥沙通量的预测会高出 50%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
Coastal Engineering
Coastal Engineering 工程技术-工程:大洋
CiteScore
9.20
自引率
13.60%
发文量
0
审稿时长
3.5 months
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.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信