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Influence of Reference Bed Level on Computation of Bed Shear Stress in Open Channel Flow
Author(s) -
K. P. P. Pathirana,
P. C. Ranasinghe,
Uditha Ratnayake
Publication year - 2006
Publication title -
engineer journal of the institution of engineers sri lanka
Language(s) - English
Resource type - Journals
eISSN - 2550-3219
pISSN - 1800-1122
DOI - 10.4038/engineer.v39i3.7189
Subject(s) - sri lanka , schematic , hydroelectricity , section (typography) , channel (broadcasting) , institution , computer science , hydropower , open channel flow , engineering management , operations research , flow (mathematics) , engineering , geography , sociology , environmental planning , electrical engineering , mathematics , telecommunications , social science , geometry , tanzania , operating system
An accurate estimation of bed shear stress is essential for estimating sediment transport rates in streams, rivers and open channels. Precise velocity measurements were carried out in steady, uniform open channel flows over a rough bed with large scale roughness to compare different methods of estimating bed shear stress. Effect of reference bed level for measurement of water depth which is an important parameter for computing bed shear stress, was investigated.

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