Flow Characteristics at Drops

Journal of Hydraulic Engineering

Volumn 128, Issue 8, 2002, Pages 788-791

  Chamani, M R ^a   Beirami, M K ^a  

^a ISFAHAN UNIVERSITY OF TECHNOLOGY   (Iran)

Author keywords

Drop structures; Energy dissipation; Energy losses; Hydraulic design; Hydraulic structures; Supercritical flow

Indexed keywords

ANALYSIS OF DATA; BED SHEAR STRESSS; DROP STRUCTURES; EMPIRICAL EQUATIONS; ENERGY LOSS; EXPERIMENTAL SETUP; FLOW CHARACTERISTIC; FLOW PARAMETERS; HYDRAULIC DESIGN; RELATIVE ENERGIES; SUBCRITICAL FLOW; SUPERCRITICAL FLOW; TECHNICAL NOTES; VELOCITY PROFILES;

AIR ENTRAINMENT; DATA FLOW ANALYSIS; DROPS; ELECTRON ENERGY LOSS SPECTROSCOPY; ENERGY DISSIPATION; FROUDE NUMBER; LAKES;

SHEAR FLOW;

EID: 11144229643     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2002)128:8(788)     Document Type: Article

References (7)

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2. Gill, M. A. (1979). "Hydraulics of rectangular vertical drop structures." J. Hydraul. Res., 17, 289-302.
3. Moore, W. L. (1943). "Energy loss at the base of free overfall." Trans. Am. Soc. Civ. Eng., 108, 1343-1360.
4. Rajaratnam, N., and Chamani, M. R. (1995). "Energy loss at drops." J. Hydraul. Res., 33(3), 373-384.
5. Rand, W. (1955), "Flow geometry at straight drop spillways." Proc. Am. Soc. Civ. Eng., 81, 1-13.
6. Rouse, H. (1943). "Discussion of Moore (1943)." Trans. Am. Soc. Civ. Eng., 108, 1383-1387.
7. White, M. P. (1943). "Discussion of Moore (1943)." Trans. Am. Soc. Civ. Eng., 108, 1361-1364.