Research Journal of Applied Sciences

Year: 2014
Volume: 9
Issue: 7
Page No. 397 - 401

Verification of Discharge Coefficient of Rectangular Side Weirs Using Shabayek Mode

Authors : Temitayo Abayomi Ewemoje and Olufemi Peter Abimbola

References

Cheong, H.F., 1991. Discharge coefficient of lateral diversion from trapezoidal channel. J. Irrig. Drainage Eng., 117: 461-475.
CrossRef  |  Direct Link  |  

Chin, D.A., 2006. Water Resources Engineering. 2nd Edn., Pearson Education Inc., Pearson Prentice Hall, Upper Saddle River, New Jersey, USA.

Gupta, B.L. and A. Gupta, 2008. Water Resources Systems and Management. 2nd Edn., Standard Publishers Distributors, Delhi.

Hager, W.H., 1987. Lateral outflow of side weirs. J. Hydraul. Eng., 113: 491-504.
CrossRef  |  Direct Link  |  

Kesserwani, G., R. Ghostine, J. Vazquez, R. Mose, M. Abdallah and A. Ghenaim, 2008. Simulation of subcritical flow at open-channel junction. Adv. Water Resour., 31: 287-297.
CrossRef  |  Direct Link  |  

LMNO Eng., 2012. V-notch (Triangular) weir discharge calculator and equations. LMNO Engineering, Research and Software, Ltd., USA. http://www.lmnoeng.com/Weirs/vweir.htm.

Liao, H. and D.W. Knight, 2007. Analytic stage-discharge formulae for flow in straight trapezoidal open channels. Adv. Water Resour., 30: 2283-2295.
CrossRef  |  Direct Link  |  

Martinez, J., J. Reca, M. Morillas and J. Lopez, 2005. Design and calibration of a compound sharp-crested weir. J. Hydraul. Eng., 131: 112-116.
CrossRef  |  Direct Link  |  

Munson, B.R., D.F. Young and T.H. Okiishi, 1990. Fundamentals of Fluid Mechanics. 2nd Edn., John Wiley and Sons Inc., New York.

Ogedengbe, K. and T.A. Ewemoje, 2001. Determination of discharge coefficient of rectangular side weirs. J. Applied Sci. Technol., 1: 32-37.

Patel, J.A., 2007. Evaluation of low flow estimation techniques for ungauged catchments. Water Environ. J., 21: 41-46.
CrossRef  |  Direct Link  |  

Pinheiro, A.N. and N.I. Silva, 1999. Discharge coefficient of side weirs, experimental study and comparative analysis of different formulas. Proceedings of the International Association of Hydraulic Research, 27th Congress, August, 1999, Graz, Austria, pp: 1-8.

Raju, R.K.G., S.K. Gupta and B. Prasad, 1979. Side weir in rectangular channel. J. Hydraul. Div., 105: 547-554.
Direct Link  |  

Shabayek, S., P. Steffler and F. Hicks, 2002. Dynamic model for subcritical combining flows in channel junctions. J. Hydraul. Eng., 128: 821-828.
CrossRef  |  Direct Link  |  

Singh, R., D. Manivannan and T. Satyanarayana, 1994. Discharge coefficient of rectangular side weirs. J. Irrig. Drain. Eng., 120: 814-819.
CrossRef  |  Direct Link  |  

Subramanya, K. and S.C. Awasthy, 1972. Spatially varied flow over side weirs. J. Hydraul. Eng., 98: 1-10.
Direct Link  |  

Subramanya, K., 2008. Engineering Hydrology. 3rd Edn., Tata McGraw-Hill, New Delhi.

Swamee, P.K., 1988. Generalized rectangular weir equations. J. Hydraul. Eng., 114: 945-949.
CrossRef  |  Direct Link  |  

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