Numerical Simulation of Free Surface and Flow Field Turbulence in a Circular Channel with the Side Weir in Subcritical Flow

References

[1] G.A.S. Coleman and D. Smith The discharging capacity of side weirs. Institute of Civil Engineers Selected Engineering 6, 1923.10.1680/isenp.1923.15117Search in Google Scholar

[2] P. Forchheimer, Hydraulics, Teubner Verlagsgevellschaft, Berlin, pp. 406–409, 1930.Search in Google Scholar

[3] W. Frazer The behavior of side weirs in prismatic rectangular channels. Ph.D. thesis, Glasgow Univ., Glasgow, UK, 1954.Search in Google Scholar

[4] V.K. Collinge, The discharge capacity of side weirs, ICE Proc. 6 (2) (1957), 288–304.10.1680/iicep.1957.12364Search in Google Scholar

[5] K.G. Ranga Raju, B. Prasad and S.K. Gupta, Side weir in rectangular channel, J. Hydraul. Div. 105(5) (1979), 547–554.10.1061/JYCEAJ.0005207Search in Google Scholar

[6] A.S. Ramamurthy, K. Subramanya and L. Carballada, Lateral weir flow model, J. Irrig. Drain.Eng. ASCE 106 (IR1) (1980), 9–25.10.1061/JRCEA4.0001287Search in Google Scholar

[7] E.A. Delo and A.J. Saul, Charts for the hydraulic design of high side-weirs in storm sewage overflows, ICE Proc. 87 (2) (1989), 175–193.10.1680/iicep.1989.2002Search in Google Scholar

[8] A. Uyumaz and R.H. Smith, Design procedure for flow over side weirs, J. Irrig. Drain. Eng. 117 (1) (1991), 79–90.10.1061/(ASCE)0733-9437(1991)117:1(79)Search in Google Scholar

[9] P.K. Swamee, S.K. Pathak, M. Mohan, S.K. Agrawal and M.S. Ali, Subcritical flow over rectangular side weir, J. Irrig. Drain. Eng. 120 (1) (1994), 212–217.10.1061/(ASCE)0733-9437(1994)120:1(212)Search in Google Scholar

[10] M. Bruce,.Discussion subcritical flow over rectangular side weir, J. Hydr.Eng. ASCE121 (7) (1995), 309.10.1061/(ASCE)0733-9437(1995)121:4(309)Search in Google Scholar

[11] P.K. Swamee, S.K. Pathak, M. Mohan, S.K. Agrawal and M.S. Ali, Closer to subcritical flow over rectangular side weir, J. Hydr. Eng. ASCE 121 (7) (1995), 309–310.10.1061/(ASCE)0733-9437(1995)121:4(309)Search in Google Scholar

[12] M. Jalili and S. Borghei, Discussion discharge coefficient of rectangular side weirs, J. Irrig. Drain. Eng. ASCE122 (4) (1996), 132.10.1061/(ASCE)0733-9437(1996)122:2(132)Search in Google Scholar

[13] E. Yüksel, Effect of specific energy variation on lateral overflows, Flow Meas. Instrum. 15 (5–6) (2004), 259–269.10.1016/j.flowmeasinst.2004.06.005Search in Google Scholar

[14] T. Huagao, L. Wang and G. Ken Design of side weirs in subcritical flow, in: ASCE Conf. Proc. Urban Drain. Model., pp. 438–449, 2007.Search in Google Scholar

[15] M. Venutelli, Method of solution of non-uniform flow with the presence of rectangular side weir, J. Irrig. Drain. Eng. 134 (6) (2008), 840–846.10.1061/(ASCE)0733-9437(2008)134:6(840)Search in Google Scholar

[16] A.R. Vatankhah and M. Bijankhan, Discussion of method of solution of non-uniform flow with the presence of rectangular side weir, J. Irrig. Drain. Eng. 135 (6) (2009), 812–814.10.1061/(ASCE)IR.1943-4774.0000081Search in Google Scholar

[17] Y.M. Mwafaq and Y.M. Ahmed, Discharge coefficient for an inclined side weir crest using a constant energy approach, Flow Meas. Instrum. 22 (6) (2011), 495–499.10.1016/j.flowmeasinst.2011.06.008Search in Google Scholar

[18] G. De Marchi, Essay on the performance of lateral weirs (in Italian), L’Energia Electrica Milan 11 (11) (1934), 849–860.Search in Google Scholar

[19] K. Subramanya and S.C. Awasthy, Spatially varied flow over side- weirs, J. Hydraul. Div. 98 (1) (1972), 1–10.10.1061/JYCEAJ.0003188Search in Google Scholar

[20] W.H. Hager, Lateral outflow over side- weirs, J. Hydraul. Eng. 112 (4) (1987), 491–504.10.1061/(ASCE)0733-9429(1987)113:4(491)Search in Google Scholar

[21] R. Singh, D. Manivannan and T. Satyanarayana, Discharge coefficient of rectangular side- weirs, J. Irrig. Drain. Eng. 120 (4) (1994), 814–819.10.1061/(ASCE)0733-9437(1994)120:4(814)Search in Google Scholar

[22] S.M. Borghei, M.R. Jalili and M. Ghodsian, Discharge coefficient for sharp crested side- weirs in subcritical flow, J. Hydraul Div 125 (10) (1999), 1051–1056.10.1061/(ASCE)0733-9429(1999)125:10(1051)Search in Google Scholar

[23] A.S. Ramamurthy, J. Qu and D. Vo, Nonlinear PLS method for side weir flows, J. Irrig. Drain. Eng. 132 (5) (2006), 486–489.10.1061/(ASCE)0733-9437(2006)132:5(486)Search in Google Scholar

[24] M.E. Emiroglu, H. Agaccioglu and N. Kaya, Discharging capacity of rectangular side weirs in straight open channels, Flow Meas. Instrum 22 (2011), 319–330.10.1016/j.flowmeasinst.2011.04.003Search in Google Scholar

[25] S.M. Bagheri and M. Heidarpour, Characteristics of flow over rectangular sharp-crested side weirs, J. Irrig. Drain. Eng. 138 (6) (2012), 541–547.10.1061/(ASCE)IR.1943-4774.0000433Search in Google Scholar

[26] J.W. Allen, The discharge of water over side weirs in circular pipes, ICE Proc 6 (2) (1957), 270–287.10.1680/iicep.1957.12363Search in Google Scholar

[27] A. Uyumaz and Y. Muslu, Flow over side weirs in circular channels, J. Hydraul. Eng. 111 (1) (1985), 144–160.10.1016/B978-1-4832-8439-2.50075-4Search in Google Scholar

[28] A.R. Vatankhah, New solution method for water surface profile along a side weir in a circular channel, J. Irrig. Drain. Eng. (ASCE) 138 (10) (2012), 948–954.10.1061/(ASCE)IR.1943-4774.0000483Search in Google Scholar

[29] K. Mangarulkar: Experimental and numerical study of the characteristics of side- weir flows. Master thesis, Concordia University, Montreal, Quebec, Canada, 2010.Search in Google Scholar

[30] M.C. Aydin, CFD simulation of free-surface flow over triangular labyrinth side weir, Adv. Eng. Software 45 (2012), 159–166.10.1016/j.advengsoft.2011.09.006Search in Google Scholar

[31] M.C. Aydin and M.E. Emiroglu, Determination of capacity of labyrinth side weir by CFD, Flow Meas. Instrum 29 (2013), 1–8.10.1016/j.flowmeasinst.2012.09.008Search in Google Scholar

[32] A.Y. Mohammed, Numerical analysis of flow over side weir, J. King Saud Univ. Eng. Sci. 27 (2015), 37–42.10.1016/j.jksues.2013.03.004Search in Google Scholar

[33] H. Azimi, S. Shabanlou and M.S. Salimi, Free surface and velocity field in a circular channel along the side weir in supercritical flow conditions, Flow Meas. Instrum 38 (2014), 108–115.10.1016/j.flowmeasinst.2014.05.013Search in Google Scholar

[34] H. Azimi, H. Hadad, Z. Shokati and M.S. Salimi, Discharge and flow field of the circular channel along the side weir, Canadian Journal of Civil Engineering 42 (4) (2015), 273–280.10.1139/cjce-2014-0443Search in Google Scholar

[35] H. Azimi and S. Shabanlou, The flow pattern in triangular channels along the side weir for subcritical flow regime, Flow Meas. Instrum 46 (2015), 170–178.10.1016/j.flowmeasinst.2015.04.003Search in Google Scholar

[36] H. Azimi and S. Shabanlou, Comparison of subcritical and supercritical flow patterns within triangular channels along the side weir, Int. J. Nonlinear Sci. Numer. Simul. 17 (7–8) (2016), 361–368.10.1515/ijnsns-2015-0103Search in Google Scholar

[37] H. Azimi, S. Shabanlou, I. Ebtehaj and H. Bonakdari, Discharge coefficient of rectangular side weirs on circular channels, Int. J. Nonlinear Sci. Numer. Simul. 17 (7–8) (2016), 391–399.10.1515/ijnsns-2016-0033Search in Google Scholar

[38] FLOW-3D Version 10.0 [Computer Software]. Flow Science, Santa Fe, NM.Search in Google Scholar

[39] V.S. Neary and A.J. Odgaard, Three-dimensional flow structure at open channel diversions, J. Hydraul. Eng. 119 (11) (1993), 1224–123010.1061/(ASCE)0733-9429(1993)119:11(1223)Search in Google Scholar

[40] B. Rosier Interactions of side weir overflow with bed-load transport and bed Morphology in a channel. Thesis, Concordia University, Montreal, Quebec, Suisse, 2007.Search in Google Scholar

[41] V.S. Neary, A. Odgaard and F. Sotiropoulos, Three-dimensional numerical model of lateral-intake inflows, J. Hydraul. Eng. 125(2) (1999), 126–140.10.1061/(ASCE)0733-9429(1999)125:2(126)Search in Google Scholar

[42] M.A. Omidbeigi, S.A. Ayyoubzadeh and A. Safarzadeh Experimental and numerical investigations of velocity field and bed shear stresses in a channel with lateral intake, in: 33rd IAHR Congress, British Columbia, Vancouver, Canada, 9–14 August, 2009.Search in Google Scholar