A Numerical Investigation of Flow Over a Side Weir Based on the Experimental Data

References

• Ackers, P. 1957, “A theoretical consideration of side weirs as storm water overflow”, Proceedings of the Institution of Civil Engineers, Vol. 6, pp. 250–269.
   Google Scholar
• Agaccioglu, H. & Yüksel, Y. 1998, “Side weir flow in curved channels”, Journal of Irrigation and Drainage Engineering, ASCE, Vol. 124, No. 3, pp. 163–175.
   Google Scholar
• Bromwich, B. C., Rickard, C. E. & Gasowski, Y. & May, P. W. R. 2003, Hydraulic design of side weirs, Thomas Telford Publishing.
   Google Scholar
• Borghei, M., Jalili M. R. & Ghodsian, M. 1999, “Discharge coefficient for sharp crested side weir in subcritical Flow”, Journal of Hydraulic Engineering, ASCE, Vol. 125, No. 10, pp. 1051–1056.
   Google Scholar
• Bray, D. I. 1979, “Estimating average velocity in gravel-bed rivers”, Journal of Hydraulic Division, ASCE, Vol. 105, No. 9, pp. 1103–1122.
   Google Scholar
• Cebeci, T. & Bradshaw, P. 1977, Momentum Transfer in Boundary Layers, Hemisphere Publishing Corporation, New York.
   Google Scholar
• Chong, H. 1991, “Discharge coefficient of lateral diversion from trapezoidal channel”, Journal of Irrigation and Drainage Engineering, Vol. 117, No. 4, pp. 461–475.
   Google Scholar
• Chong, N. B. 2006, “Numerical simulation of supercritical flow in open channel”, MSc thesis, University Technology, Malaysia.
   Google Scholar
• Chow, V. T. 1959, Open channel hydraulics, McGraw-Hill, New York.
   Google Scholar
• Collings, V. K. 1957, “Discharge capacity of side weir”, Proceedings of Institution of Civil Engineers, Vol. 6, pp. 288–304, London, England.
   Google Scholar
• De Marchi, G. 1934, “Saggio di teoria de funzionamente degli stramazzi letarali”, L’Energia Elettrica, Vol. 11, No. 11, pp. 849–860, Rome, Italy.
   Google Scholar
• Durga Rao, K. H. V. & Pillai, C. R. S. 2008, “Study of flow over side weirs under supercritical conditions”, Water Resources Management, Vol. 22, No. 1, pp. 131143.
   Google Scholar
• El-Khashab, A. & Smith, K. V. H. 1976, “Experimental investigation of flow over side weirs”, Journal of Hydraulic Engineering, ASCE, Vol. 102, No. 9, pp. 1255–1268.
   Google Scholar
• FLUENT Inc., 2005, GAMBIT 22, Modeling Guide, Lebanon, NH.
   Google Scholar
• Frazer, W. 1957, “The behavior of side weirs in prismatic rectangular channels”, Proceeding of Institution of Civil Engineering, Vol. 6, pp. 305–327, London, England.
   Google Scholar
• Hager, W. H. 1987, “Lateral outflow over side weirs”, Journal of Hydraulic Engineering, ASCE, Vol. 113, No. 4, pp. 491–504.
   Google Scholar
• Hager, W. H. 1994, “Supercritical flow in circular-shaped side weirs”, Journal of Irrigation and Drainage Engineering, Vol. 120, No. 1, pp. 1–17.
   Google Scholar
• Helweg, O. J. 1991, Microcomputer applications in water resources, Prentice-Hall, Englewood Cliffs, NJ.
   Google Scholar
• Hey, R. D. 1979, “Flow resistance in gravel-bed rivers”, Journal of the Hydraulics Division, ASCE, Vol. 105, No. 4, pp. 365–379.
   Google Scholar
• Kaya, N., Emiroglu, M. & Agaccioglu, H. 2011, “Discharge coefficient of a semi-elliptical side weir in subcritical flow”, Flow Measurement and Instrumentation, Vol. 22, No. 1, pp. 25–32.
   Google Scholar
• Kumar, C. P. & Pathak, S. K. 1987, “Triangular side weirs”, Journal of Irrigation and Drainage Engineering, Vol. 113, No. 1, pp. 98–105.
   Google Scholar
• Namaee, M. R., Jalalediny, M. S, Habibi, M., Sabagh Yazdi, S. R. & Ghafouri Azar, M. 2013, “Discharge Coefficient of a Broad Crested Side Weir in a Trapezoidal Channel Under Subcritical Condition”, Journal of Water Science and Technology: Water Supply, Vol. 13, No. 1, pp. 166–177, doi:10.2166/ws.2012.081.
   Google Scholar
• Nandesamoorthy, T. & Thomson, A. 1972, “Discussion of spatially varied flow over side weir”, Journal of Hydraulic Engineering, ASCE, Vol. 98, No. 12, pp. 2234–2235.
   Google Scholar
• Pirzadeh, B. & Shamloo, H. 2007, “Numerical investigation of velocity field in dividing open channel flow”, Proceedings of the 12 th WSEAS International Conference on applied mathematics, Cairo, Egypt, pp. 194–198.
   Google Scholar
• Ranga Raju, K. G., Prasard, B. and Gupta, S. K. 1979, “Side weir in rectangular channel”, Journal of Hydraulic Division, ASCE, Vol. 105, No. 5, pp. 547–554.
   Google Scholar
• Singh, R., Manivannan, D. & Satyanarayana, T. 1994, “Discharge coefficient of rectangular sides”, Journal of Irrigation and Drainage Engineering, ASCE, Vol. 120, No. 4, pp. 814–819.
   Google Scholar
• Subramanya, K. 1986, Flow in Open Channels, Tata McGraw-Hill Education.
   Google Scholar
• Subramanya, K. & Awasthy, S. C. 1972, “Spatially varied flow over Side Weirs”, Journal of Hydraulic Division, ASCE, Vol. 98, No. 1, pp. 1–10.
   Google Scholar
• Uyumaz, A. & Muslu, Y. 1985, “Flow over side weir in circular channels”, Journal of Hydraulic Engineering, Vol. 111, No. 1, pp. 144–160.
   Google Scholar
• Venutelli, M. 2008, “Method of solution of nonuniform flow with the presence of rectangular side weir”, Journal of Irrigation and Drainage Engineering, ASCE, Vol. 134, No. 6, pp. 840–846.
   Google Scholar
• Yu-Tech, L. 1972, “Discussion of spatially varied flow over side weir”, Journal of Hydraulic Engineering, Vol. 98, No. 11, pp. 2046–2048.
   Google Scholar