Quasi-theoretical end-depth-discharge relationship for rectangular channels

Journal of Irrigation and Drainage Engineering

Volumn 129, Issue 2, 2003, Pages 138-141

  Ahmad, Z ^a  

^a INDIAN INSTITUTE OF TECHNOLOGY ROORKEE   (India)

Author keywords

Depth; Flow measurement; Open channels

Indexed keywords

OPEN CHANNEL FLOW; PRESSURE; PRESSURE DISTRIBUTION;

SUPERCRITICAL FLOWS;

IRRIGATION;

DEPTH; DISCHARGE COEFFICIENT; OPEN CHANNEL FLOW;

EID: 0037368990     PISSN: 07339437     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9437(2003)129:2(138)     Document Type: Article

References (13)

1. Bauer, S. W., and Graf, W. H. (1971). "Free overfall as flow measuring device." J. Irrig. Drain. Eng., 97(1), 73-83.
2. Delleur, J. W., Dooge, J. C., and Gent, K. W. (1956). "Influence of slope and roughness on the overfall." J. Hydraul. Div., Am. Soc. Civ. Eng., 82(4), 1038-30-1038-35.
3. Ferro, V. (1992). "Flow measurement with rectangular free overall." J. Irrig. Drain. Eng., 118(6), 956-964.
4. Ferro, V. (1999). "Theoretical end-depth-discharge relationship for free overall." J. Irrig. Drain. Eng., 125(1), 40-44.
5. Fong, S. S. (1982). "Experimental and theoretical study of the free over fall in a trapezoidal channel." MS thesis, Monash Univ., Clayton. Australia.
6. Henderson, F. M. (1966). Open channel flow. Macmillan, New York. 191-202.
7. Montes, S. (1998). Hydraulics of open channel flow, ASCE. Reston. Va.
8. Rajaratnam, N., and Muralidhar, D. (1964). "End depth for exponential channels." J. Irrig. Drain. Eng., 90(1), 17-39.
9. Rajaratnam, N., and Muralidhar, D. (1968). "Characteristics of the rectangular free over fall." J. Hydraul. Res., 6(3), 233-258.
10. Rajaratnam, N., and Muralidhar, D. (1970). "The trapezoidal free overfall." J. Hydraul. Res., 8(4), 419-447.
11. Replogle, J. A. (1962). "Discussion of 'End depth at a drop in trapezoidal channels.' M. H. Diskin." J. Hydraul. Div., Am. Soc. Civ. Eng., 88(2), 161-165.
12. Rouse, H. (1936). "Discharge characteristics of the free overfall." Civ. Eng. (N.Y.), 6(4), 257-260.
13. Subramanya, K. (1986). "Measurement of discharge in an exponential channel by the end depth method." Proc., Int. Conf. on Measuring Techniques, BHRA, London, 313-324.