DRAG FORCE AND RESISTANCE AROUND SINGLE GROYNE IN SUBMERGED FLOW CONDITION

被引：0

作者：

Kadota, Akihiro ^{[1
]}

Uijttewaal, W. S. J. ^{[2
]}

机构：

[1] Ehime Univ, Grad Sch Sci & Engn, Dept Civil & Environm Engn, Matsuyama, Ehime, Japan

[2] Delft Univ Technol, Environm Fluid Mech Sect, Fac Civil Engn & Geosci, Delft, Netherlands

来源：

PROCEEDINGS OF THE 36TH IAHR WORLD CONGRESS: DELTAS OF THE FUTURE AND WHAT HAPPENS UPSTREAM | 2015年

关键词：

Shallow flow visualization; Drag coefficient; Submerged effect; Velocity profile in cross section and water surface;

D O I：

暂无

中图分类号：

TV21 [水资源调查与水利规划];

学科分类号：

081501 ;

摘要：

Groynes have been used for the protection of banks, stabilization of bed morphology and also for establishing navigation channels. A typical Japanese river is characterized by large and sudden variations in discharge due to big amounts of rainfalls, so that the groynes are often in submerged condition. The present study focuses on flow pattern, drag force and resistance around a submerged single groyne. The PTV method and numerical shallow flow analysis are adopted to calculate velocities accurately. The flow pattern, drag force and flow resistance are estimated and compared at several points around the groyne. The relations between flow resistance and submerged flow depth are discussed in this study.

引用

页码：2771 / 2781

页数：11

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