Prediction of discharge in circular free overfall (For + ve, zero and − ve slope)

ISH Journal of Hydraulic Engineering

Volumn 6, Issue 1, 2000, Pages 25-34

  Gupta, R D ^a   Jamil, Mohd ^a   Beg, Mubeen ^a   Mohsin, Mohd ^b  

^a ALIGARH MUSLIM UNIVERSITY   (India)

^b ALIGARH MUSLIM UNIVERSITY   (India)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0011338463     PISSN: 09715010     EISSN: 21643040     Source Type: Journal    
DOI: 10.1080/09715010.2000.10514662     Document Type: Article

References (11)

1. Advani, R. M., 1962. End Depth at an Abrupt Drop in Circular Channels in Mild Slopes. Indian Engineer. October
2. Beatrix, C., and Hager, W. H., 1997. Outflow Characteristics from Circular Pipe. JHE, ASCE, 123 (10):914–917. October
3. Diskin, M. H., 1964. Discussion of End Depth for Circular Channels. By Rajaratnam, N. and Muralidhar, D., JHE, ASCE, 90 (6):293–297.
4. Gupta, R. D., Jamil, M., and Mohsin, M., 1993. Discharge Prediction in Smooth Trapezoidal Free Overfall. Journal of Irrigation and Drainage Division, ASCE, 119 (2):99–119. March/April
5. King, Horace W., 1939. Hand Book of Hydraulics., Third Edition 481New York:McGraw-Hill Book Co. Inc.
6. Rajaratnam, N., and Muralidhar, D., 1964. End Depth for Circular Channels. JHE, ASCE, 90 (2):99–119. March
7. Rohwer, Carl W., 1936. Discharge Characteristics of the Free Overfall. Civil Engineering, April, 6 (4):257–260.
8. Smith, C. D., 1962. Brink Depth for Circular Channels. JHE, ASCE, 99 (6):125–134.
9. Subramanya, K., 1997. Flow in Open Channels., Third Edition 348–351. New Delhi:Tata McGraw-Hill Book Co. Ltd.
10. Subramanya, K., and Kumar, N., 1993. End Depth in a Horizontal Circular Free Overfall. Journal of the Institution of Engineers (India), 73:185–187. Part CV6, March
11. Ferro, Vito. 1999. Theoretical End-Depth Discharge Relationship for Free Overfall. Journal of Irrigation and Drainage Division, ASCE, 125 (I):40–44. January/February