半球形粗糙度间距对不同水流淹没度下双平均湍流特性的影响

IF 1.1 4区 工程技术 Q3 ENGINEERING, CIVIL Canadian Journal of Civil Engineering Pub Date : 2024-01-09 DOI:10.1139/cjce-2023-0360
Jayanta Shounda, K. Barman, K. Debnath
{"title":"半球形粗糙度间距对不同水流淹没度下双平均湍流特性的影响","authors":"Jayanta Shounda, K. Barman, K. Debnath","doi":"10.1139/cjce-2023-0360","DOIUrl":null,"url":null,"abstract":"The double-averaged (DA) turbulence characteristics over rough bed comprising of hemispherical elements with different spacing (p/r = 2, 4, 6, and 8; p = pitch distance; r = height of hemisphere) is quantified for three flow-submergences [h/r = 7.14, 5.35, 3.57; mean flow-depth (h)= 20 cm, 15 cm, and 10 cm]. The production and dissipation rates of turbulent kinetic energy are maximum at and below the crest level. Within interfacial sublayer, the degree of anisotropy is observed to be maximum for p/r = 4 and the tendency for the return to isotropy is strongest for p/r = 8 in the outer layer. The turbulence generated in the bottom region is still present in the outer region for low flow-submergences. The turbulence strength is maintained in the roughness order (descending) as p/r = 4 >2> 6 > 8 > plane bed; wherein the change in flow-submergence does not change this order.","PeriodicalId":9414,"journal":{"name":"Canadian Journal of Civil Engineering","volume":"66 1","pages":""},"PeriodicalIF":1.1000,"publicationDate":"2024-01-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Effect of hemispherical roughness spacing on Double-averaged turbulence characteristics for different flow submergence\",\"authors\":\"Jayanta Shounda, K. Barman, K. Debnath\",\"doi\":\"10.1139/cjce-2023-0360\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The double-averaged (DA) turbulence characteristics over rough bed comprising of hemispherical elements with different spacing (p/r = 2, 4, 6, and 8; p = pitch distance; r = height of hemisphere) is quantified for three flow-submergences [h/r = 7.14, 5.35, 3.57; mean flow-depth (h)= 20 cm, 15 cm, and 10 cm]. The production and dissipation rates of turbulent kinetic energy are maximum at and below the crest level. Within interfacial sublayer, the degree of anisotropy is observed to be maximum for p/r = 4 and the tendency for the return to isotropy is strongest for p/r = 8 in the outer layer. The turbulence generated in the bottom region is still present in the outer region for low flow-submergences. The turbulence strength is maintained in the roughness order (descending) as p/r = 4 >2> 6 > 8 > plane bed; wherein the change in flow-submergence does not change this order.\",\"PeriodicalId\":9414,\"journal\":{\"name\":\"Canadian Journal of Civil Engineering\",\"volume\":\"66 1\",\"pages\":\"\"},\"PeriodicalIF\":1.1000,\"publicationDate\":\"2024-01-09\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Canadian Journal of Civil Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1139/cjce-2023-0360\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Canadian Journal of Civil Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1139/cjce-2023-0360","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

摘要

对由不同间距(p/r = 2、4、6 和 8;p = 间距;r = 半球高度)的半球形元件组成的粗糙床面的双平均(DA)湍流特性进行了量化,适用于三种潜流[h/r = 7.14、5.35、3.57;平均流深 (h)= 20 厘米、15 厘米和 10 厘米]。湍流动能的产生率和耗散率在波峰处和波峰下方最大。在界面下层,p/r = 4 时各向异性程度最大,p/r = 8 时外层恢复各向同性的趋势最强。在底层区域产生的湍流在外层区域仍存在于低水流沉没度的情况下。湍流强度按粗糙度顺序(从高到低)保持不变,即 p/r = 4 > 2 > 6 > 8 > 平面床;其中流量-沉没度的变化不会改变这一顺序。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
Effect of hemispherical roughness spacing on Double-averaged turbulence characteristics for different flow submergence
The double-averaged (DA) turbulence characteristics over rough bed comprising of hemispherical elements with different spacing (p/r = 2, 4, 6, and 8; p = pitch distance; r = height of hemisphere) is quantified for three flow-submergences [h/r = 7.14, 5.35, 3.57; mean flow-depth (h)= 20 cm, 15 cm, and 10 cm]. The production and dissipation rates of turbulent kinetic energy are maximum at and below the crest level. Within interfacial sublayer, the degree of anisotropy is observed to be maximum for p/r = 4 and the tendency for the return to isotropy is strongest for p/r = 8 in the outer layer. The turbulence generated in the bottom region is still present in the outer region for low flow-submergences. The turbulence strength is maintained in the roughness order (descending) as p/r = 4 >2> 6 > 8 > plane bed; wherein the change in flow-submergence does not change this order.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
Canadian Journal of Civil Engineering
Canadian Journal of Civil Engineering 工程技术-工程:土木
CiteScore
3.00
自引率
7.10%
发文量
105
审稿时长
14 months
期刊介绍: The Canadian Journal of Civil Engineering is the official journal of the Canadian Society for Civil Engineering. It contains articles on environmental engineering, hydrotechnical engineering, structural engineering, construction engineering, engineering mechanics, engineering materials, and history of civil engineering. Contributors include recognized researchers and practitioners in industry, government, and academia. New developments in engineering design and construction are also featured.
期刊最新文献
Enhancing winter road maintenance with explainable AI: SHAP analysis for interpreting machine learning models in road friction estimation Preface to the special issue on river ice and infrastructure Effect of hemispherical roughness spacing on Double-averaged turbulence characteristics for different flow submergence Ductility-related seismic modification factor for CLT shear-wall and Glulam moment-resisting frame dual system Seismic Vulnerability Assessment of Post-Tensioned Timber Building Fitted with Dissipative Bracing System
×
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
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 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 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1