THREE-DIMENSIONAL TURBULENT STRUCTURE AND SPATIAL DISTRIBUTION OF TRACTIVE FORCE IN OPEN CHANNEL WITH SIDE-OVERFLOW
Author:
Affiliation:
1. Water Resources & Energy Dept., Nippon Koei Co., Ltd.
2. Graduate School of Science and Technology, Kumamoto University
Publisher
Japan Society of Civil Engineers
Reference4 articles.
1. 1) De Marchi, G.: Essay on the performance of lateral weirs, L'Energia Elettrica, Milan, Italy, Vol.11, pp.849-860, 1934.
2. 3) Willi H. Hager: Lateral Outflow Over Side Weir, J. Hydraulic Engineering, ASCE, Vol. 113, No.4, pp.491-504, 1987.
3. 4) S. M. Borghei, M.R. Jalili, M. Ghodsian: Discharge Coefficient for Sharp-crested Side Weir in Subcritical Flow, J. Hydraulic Engineering, ASCE, Vol. 125, pp.1051-1056, 1999.
4. 10) Chandrasekhar,N.&Swamy,N.V.C: Wall shear stress inference for three-dimensional turbulent boundary layer profiles, Trans,ASME, J.Appl.Mech. Vol.43,pp.20-27,1976.
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