Comparison of bed shear stress in plane and curvilinear bed channel using multiple criteria
- 作者: Shivpure V.1, Sharm A.1, Kumar B.1
-
隶属关系:
- Department of Civil Engineering
- 期: 卷 43, 编号 1 (2016)
- 页面: 79-85
- 栏目: Hydrophysical Processes
- URL: https://journals.rcsi.science/0097-8078/article/view/173804
- DOI: https://doi.org/10.1134/S0097807816010140
- ID: 173804
如何引用文章
详细
Experimental investigation on fluvial hydraulics needs a correct and accurate estimation of bed shear stress, which governs the hydrodynamics of the sediment transport. Present work compares bed shear stress estimated from the reach-averaged bed shear stress, Log profile, Quadratic stress law, Prandtl’s seventh power law, Reynolds shear stress, turbulent kinetic energy and graphical method approaches by doing experimentation on plane bed and curvilinear bed channel. On plane bed condition, the bed shear estimated from Reynolds stresses and Graphical methods are comparable to the reach-averaged bed shear stress (the difference is within 10%). However, all approaches estimate approximately less than 10% from reach-averaged bed shear stress in curvilinear bed channel.
作者简介
Varsha Shivpure
Department of Civil Engineering
编辑信件的主要联系方式.
Email: v.shivpure@iitg.ernet.in
印度, Guwahati
Anurag Sharm
Department of Civil Engineering
Email: v.shivpure@iitg.ernet.in
印度, Guwahati
Bimlesh Kumar
Department of Civil Engineering
Email: v.shivpure@iitg.ernet.in
印度, Guwahati
补充文件
