Discharge equation for simultaneous flow over rectangular weirs and below inverted triangular weirs

Arab Gulf Journal of Scientific Research

Volumn 14, Issue 3, 1996, Pages 595-607

  Alhamid, A A ^a   Husain, D ^a   Negm, Abdel Azim M ^b  

^a KING SAUD UNIVERSITY   (Saudi Arabia)

^b Zagazig University ^*  (Egypt)

Author keywords

[No Author keywords available]

Indexed keywords

FLOW; IRRIGATION; WEIRS;

EID: 0030302105     PISSN: 19859899     EISSN: 25360051     Source Type: Journal    
DOI: None     Document Type: Article

References (15)

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3. Bos, M.G. (1976) Discharge Measurement Structures, Oxford and IBH publishing Co., New Delhi.
4. British Standards Institution (1965) BSI 3680, Part 4A: Thin-plate Weirs and Venturi Flumes, in Methods of Measurement of Liquid Flow in Open Channel, British Standard Institution, London.
5. Charles, J. (1956) Engineering Fluid Mechanics, Translated from the German by P.O. Wolf, Blackie and Son Ltd., London and Glasgow, 157-169 pp.
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10. Kindsvater, C.E. and Carter, R.W. (1957) Discharge Characteristics of Rectangular Thin plate Weirs, Proc. ASCE, J. Hydraulic Division, Vol. 83, No. HY6, December, paper 1453: 1-36.
11. Majcherek, H. (1985) Submerged Weirs, Proc. ASCE, J. Hydraulic Engineering, January 1, 111: 163-168.
12. Naudascher, E. (1991) Hydrodynamic Forces, IAHR Hydrodynamic Structures Design Manual, No. 3, AA Balkema, Rotterdam.
13. Rajaratnam, N. and Subramanya, K. (1967) Flow Equation for the Sluice Gate, Proc. ASCE, J. Irrigation and Drainage Engineering Division, Sept., 93(IR3): 167-186.
14. Swamee, P.K. (1988) Generalized Rectangular Weirs Equations, Proc. ASCE, J. Hydraulic Engineering, August, 114(8): 945-949.
15. Swamee, P.K. (1992) Sluice-gate Discharge Equations, Proc. ASCE, J. Irrigation and Drainage Engineering, Jan./Feb., 118(1): 57-60.