Flow Pattern Around Attractive, Vertical, and Repelling T-Shaped Spur Dikes in a Mild Bend Using CFD Modeling
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s40999-018-0340-x.pdf
Reference29 articles.
1. Abhari MN, Ghodsian M, Vaghefi M, Panahpur N (2010) Experimental and numerical simulation of flow in a 90 bend. Flow Meas Instrum 21:292–298. https://doi.org/10.1016/j.flowmeasinst.2010.03.002
2. Vaghefi M, Akbari M, Fiouz AR (2016) An experimental study of mean and turbulent flow in a 180 degree sharp open channel bend: secondary flow and bed shear stress. KSCE J Civ Eng 20:1582–1593. https://doi.org/10.1007/s12205-015-1560-0
3. Vaghefi M, Ghodsian M, Salehi SAA (2012) Experimental study on scour around a T-shaped spur dike in a channel bend. J Hydraul Eng 138:471–474. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000536
4. Yossef MF, de Vriend HJ (2010) Sediment exchange between a river and its groyne fields: mobile-bed experiment. J Hydraul Eng 136:610–625. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000226
5. Gu ZP, Akahori R, Ikeda S (2011) Study on the transport of suspended sediment in an open channel flow with permeable spur dikes. Int J Sedim Res 26:96–111. https://doi.org/10.1016/S1001-6279(11)60079-6
Cited by 16 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Reattachment Length of Flow at the Lee Side of a Vertical Spur Dike in an Open Channel;Journal of Waterway, Port, Coastal, and Ocean Engineering;2024-09
2. A state-of-the-art review of normal and extreme flow interaction with spur dikes and its failure mechanism;Physics of Fluids;2024-05-01
3. Experimental Study: Effects of Pier Position and Critical Velocity Ratio on Scour Pattern in Two Consecutive Bends Under Clear Water Condition;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-04-17
4. Experimental study on the optimal spur dike shape under downward seepage;Water Science;2024-02-29
5. Research on the Protective Effect of Twin-groyne Arrangement on Riverbank;Stavební obzor - Civil Engineering Journal;2023-12-31
1.学者识别学者识别
2.学术分析学术分析
3.人才评估人才评估
"同舟云学术"是以全球学者为主线，采集、加工和组织学术论文而形成的新型学术文献查询和分析系统，可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容，当前同舟云学术共收录了国内外主流学术期刊6万余种，收集的期刊论文及会议论文总量共计约1.5亿篇，并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询！咨询电话：010-8811{复制后删除}0370
www.globalauthorid.com
TOP
Copyright © 2019-2024 北京同舟云网络信息技术有限公司 京公网安备11010802033243号 京ICP备18003416号-3