Submerged flow regimes of rectangular sharp-crested weirs

Journal of Hydraulic Engineering

Volumn 122, Issue 7, 1996, Pages 412-413

  Wu, S ^b   Rajaratnam, N ^a,b  

^a ASCE ^*

^b UNIVERSITY OF ALBERTA   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

CHANNEL FLOW; CORRELATION METHODS; DISCHARGE (FLUID MECHANICS); FLOW OF WATER; FORECASTING; JETS; SURFACE WAVES;

BREAKING WAVE; IMPINGING JETS; RECTANGULAR SHARP CRESTED WEIRS; SUBMERGED FLOW REGIMES; SURFACE FLOW; SURFACE FLOW REGIMES; TAILWATER;

WEIRS;

FLOW REGIME RELATIONS; WEIR;

FLOW REDUCTION; FLOW REGIMES; IMPINGING JET FLOW; REDUCTION FACTOR; SUBMERGED FLOW; SURFACE FLOW; TAILWATER; TECHNICAL NOTES;

EID: 0030178559     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9429(1996)122:7(412)     Document Type: Article

References (3)

1. Lakshmana Rao, N. S. (1975). "Theory of weirs." Advances in hydro-science, V. T. Chow, ed., Vol. 10, Academic Press, New York, N.Y., 309-406.
2. Rajaratnam, N., and Muralidhar, D. (1969). "Flow below deeply submerged rectangular weirs." J. Hydr. Res., 7(3), 355-374.
3. Skogerboe, G. V., Hyatt, M. L., and Austin, L. H. (1967). Design and calibration of submerged open channel flow measurement structures. Part 4 - weirs, Utah Water Research Laboratory, Logan, Utah.