Simulation of flow over a side weir using simulink

Scientia Iranica

Volumn 20, Issue 4, 2014, Pages 1094-1100

  Mohammed, A Y ^a   Al Talib, A N ^a   Basheer, T A ^a  

^a UNIVERSITY OF MOSUL   (Iraq)

Author keywords

Discharge coefficient; Side weir; Simulation; Simulink

Indexed keywords

ENGINEERING; NATURAL SCIENCES;

DISCHARGE COEFFICIENTS; FLOW DIRECTION; SIDE- WEIRS; SIMULATION; SIMULINK; WATER DEPTH;

WEIRS;

FLOW FIELD; WATER DEPTH; WEIR;

EID: 84928332944     PISSN: 10263098     EISSN: 23453605     Source Type: Journal    
DOI: None     Document Type: Article

References (20)

1. Chow, V. T., Open Channel Hydraulics, McGraw-Hill, New York (1959).
2. Subramanya, V. and Awasthy, S. C. "Spatially varied flowover side weirs", Journal of Hydraulic Division, ASCE, 98(1), pp. 1-10 (1972).
3. EL-Khashab, A. and Smith, K. "Experimental investigation of flow over side weirs", Journal of Hydraulic Division, ASCE, 102(9), pp. 1255-1268 (1976).
4. Ranga Raju, K., Prasad, B. and Gupta, S. K. "Side weir in rectangular channel", Journal of Hydraulic Division, ASCE, 105(5), pp. 547-554 (1979).
5. Hager, W. H. "Lateral outfow over side weirs", Journal of Hydraulic Engineering, ASCE, 113(4), pp. 491-504 (1987).
6. Singh, R., Manivannan, D. and Satynarayana, T. "Discharge coefficient of rectangular side weirs", Journal of Irrigation and Drainage Engineering, ASCE, 120(4), pp. 814-819 (1994).
7. Swamee, P. K., Pathak, S., Mohan, M., Agrawa, L. S. and Ali, M. "Subcritical flow over rectangular side weir", Journal of Hydraulic Engineering, ASCE, 120(1), pp. 212-217 (1994).
8. Cheong, H. "Discharge coefficient of lateral diversion from trapezoidal channel", Journal of Irrigation and Drainage Engineering, ASCE, 117(4), pp. 461-475 (1991).
9. Uyumaz, A. "Side weir in U-shaped channels", Journal of Hydraulic Engineering, ASCE, 123(7), pp. 639-646 (1997).
10. Uyumaz, A. and Smith, K. "Design procedure for flow over side weirs", Journal of Irrigation and Drainage Engineering, ASCE, 117(1), pp. 79-90 (1991).
11. Smith, K. "Coputer programing for flow over side weirs", Journal of Hydraulic Engineering, 99 (4, 3) Proceedings paper 9626 (1973).
12. Mohammed, M. Y. and Mohammed, A. Y. "Discharge coefficient for an inclined side weir crest using a constant energy approach", Flow Measurement and Instrumentation, 22(6), pp. 495-499 (2011).
13. Paris, E., Solari, L. and Bechi, G. "On the applicability of the De Marchi hypothesis for side weir flow in the case of movable beds", Journal of Hydraulic Engineering, ASCE, 138(7), pp. 653-656 (2012).
14. De Marchi, G. "Saggio di teoria del funzionamento degli stramazzi laterali", Energ. Elettr., 11(11), pp. 849-860 (1934).
15. Venutelli, M. "Method of solution of nonuniform flow with the presence of rectangular side weir", Journal of Irrigation and Drainage Engineering, ASCE, 134(6), pp. 840-846 (2008).
16. Hager, W. H. "The hydraulics of distribution channels", Part 1-2, Communications from the Laboratory of Hydraulics, Hydrology and Glaciology, No. 55-56, Zurich, Switzerland (1982).
17. Henderson, F., Open Channel Flow, Macmillan, New York, N. Y. (1966).
18. Jalili, M. and Borghei, S. "Discussion of discharge coefficient of rectangular side weir by Singh D. Mainvannan and Satyanareyana", Journal of Irrigation and Drainage Engineering, ASCE, 122(2), p. 132 (1996).
19. Swamee, P. K. "Generalized rectangular weir equations", Journal of Hydraulic Engineering, ASCE, 114(8), pp. 945-949 (1988).
20. Azza N. Al-Talib "Flow over oblique side weir", Damascus University Journal, 28(1), pp. 15-23 (2012).