A discharge coefficient for a trapezoidal broad-crested side weir in subcritical flow

Flow Measurement and Instrumentation

Volumn 26, Issue , 2012, Pages 63-67

  Haddadi, Hadis ^a   Rahimpour, Majid ^a  

^a SHAHID BAHONAR UNIVERSITY OF KERMAN   (Iran)

Author keywords

Discharge coefficient; Spatially varied flow; Trapezoidal broad crested side weir

Indexed keywords

BROAD-CRESTED WEIR; DISCHARGE COEFFICIENTS; EXPERIMENTAL INVESTIGATIONS; RECTANGULAR CHANNEL; SIDE SLOPE; SPATIALLY VARIED FLOW; SUBCRITICAL FLOW;

HYDRAULIC STRUCTURES;

WEIRS;

EID: 84861795266     PISSN: 09555986     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.flowmeasinst.2012.04.002     Document Type: Article

References (24)

1. Nadesamoorthy T., Thomson A. Discussion of spatially varied flow over side-weirs. J Hydraul Eng 1972, 98(12):2234-2235.
2. Singh R., Manivannan D., Satyanarayana T. Discharge coefficient of rectangular side weirs. J Irrig Drain Eng 1994, 120(4):814-819.
3. Yu-Tek L. Discussion of spatially varied flow over side weir. ASCE J of the Hydraul Division 1972, 98(11):2047-2048.
4. Cheong HF Discharge coefficient of lateral diversion from trapezoidal channel. J Irrig Drain Eng 1991, 117(4):461-475.
5. Subramanya K., Awasthy SC Spatially varied flow over side weirs. J. of the Hydraul Division 1972, 98(1):1-10.
6. Uyumaz A., Muslu Y. Flow over side weirs in circular channels. J Hydraul Eng 1985, 111(1):144-160.
7. Swamee PK, Pathak SK, Ali MS Side weir analysis using elementary discharge coefficient. J Irrig Drain Eng 1994, 120(4):742-755.
8. Hager WH Lateral outflow over side weirs. J of the Hydraul Division 1987, 113(4):491-504.
9. Agaccioglu H., Yüksel Y. Side-weir flow in curved channels. J Irrig Drain Eng 1998, 124(3):163-175.
10. Borghei SM, Jalili MR, Ghodsian M. Discharge coefficient for sharp crested side weir in subcritical flow. J Hydraul Eng 1999, 125(10):1051-1056.
11. Muslu Y. Lateral weir flow model using a curve fitting analysis. J Hydraul Eng 2002, 128(7):712-715.
12. Venutelli M. Method of solution of nonuniform flow with the presence of rectangular side weir. J Irrig Drain Eng 2008, 134(6):840-846.
13. Emiroglu ME, Agaccioglu H., Kaya N. Discharging capacity of rectangular side weirs in straight open channels. Flow Meas Instrum 2011, 22:319-330.
14. Ramamurthy AS, Qu Junying, Vo Diep Nonlinear PLS method for side weir flows. J Irrig Drain Eng 2006, 132:486-489.
15. Kumar CP, Pathak SK Triangular side weirs. J Irrig Drain Eng 1987, 113(1):98-105.
16. Ghodsian M. Flow over triangular side weir. Sci Iran 2004, 11(1):114-120.
17. Cosar A., Agaccioglu H. Discharge coefficient of a triangular side-weir located on a curved channel. J Irrig Drain Eng 2004, 130(5):410-423.
18. Honar T., Javan M. Discharge coefficient in oblique side weirs. Iran Agricultural Research 2007, 25(2). Vol. 26, No. 1-2.
19. Aghayari F., Honar T., Keshavarzi A. A study of spatial variation of discharge coefficient in broad-crested inclined side weir. J Irrigation and Drainage 2009, 58:246-254.
20. Ranga Raju KG, Prasad B., Gupta S. Side weir in rectangular channel. J of the Hydraul Division 1979, 105(5):547-554.
21. Ramamurthy AS, Tim US, Carballada L. Lateral weirs in Trapezoidal channels. J Irrig Drain Eng 1986, 112(2):130-137.
22. Rahimpour M., Keshavarz Z., Ahmadi M. Flow over trapezoidal side weir. Flow Meas Instrum 2011, 22(6):507-510.
23. Henderson FM Open channel flow 1966, Macmillan, New York.
24. De Marchi G. Saggio di teoria del funzionamento degli stramazzi laterali. Energ Elet 1934, 11:849-860. (in Italian).