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Article

Estimation of rectangular and triangular side weir discharge

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Pages 12-23 | Received 22 Jan 2021, Accepted 07 Aug 2021, Published online: 26 Oct 2021

References

  • Agrawal, S.K. (1989). “Elementary discharge coefficient of rectangular side weirs.” M.S. thesis, Roorkee Univ., Roorkee, India.
  • Aydin, M.C., and Kayisli, K. (2016). “Prediction of discharge capacity over two-cycle labyrinth side weir using ANFIS.” J. Irrig. Drain. Eng. ASCE, 142(5), 06016001. doi:10.1061/(asce)ir.1943-4774.0001006.
  • Azamathulla, H.M., Haghiabi, A.H., and Parsaie, A. (2016). “Prediction of side weir discharge coefficient by support vector machine technique.” Water Sci. Technol. Water Supply, 16(4), 1002–1016. doi:10.2166/ws.2016.014.
  • Azimi, H., Bonakdari, H., and Ebtehaj, I. (2019). “Design of radial basis function-based support vector regression in predicting the discharge coefficient of a side weir in a trapezoidal channel.” Appl. Water Sci., 9(4), 78. doi:10.1007/s13201-019-0961-5.
  • Bagheri, S., Kabiri-Samani, A., and Heidarpour, M. (2014a). “Discharge coefficient of rectangular sharp-crested side weirs, Part I: Traditional weir equation.” J. Flow Meas. Instrum., 35, 109–115. doi:10.1016/j.flowmeasinst.2013.11.005.
  • Bagheri, S., Kabiri-Samani, A., and Heidarpour, M. (2014b). “Discharge coefficient of rectangular sharp-crested side weirs Part II: Domínguez’s method.” J. Flow Meas. Instrum., 35, 116–121. doi:10.1016/j.flowmeasinst.2013.10.006.
  • Bilhan, O., Emiroglu, M.E., and Kisi, O. (2010). “Application of two different neural network techniques to lateral outflow over rectangular side weirs located on a straight channel.” J. Adv. Eng. Software, 41(6), 831–837. doi:10.1016/j.advengsoft.2010.03.001.
  • Borghei, S., Jalili, M., and Ghodsian, M. (1999). “Discharge coefficient for sharp-crested side weir in subcritical flow.” J. Hydraul. Eng. ASCE, 125(10), 1051–1056. doi:10.1061/(asce)0733-9429(1999)125:10(1051).
  • Coleman, G.S., and Smith, D. (1923). “The discharging-capacity of side weirs.” Sel. Eng. Pap., 1(6). doi:10.1680/isenp.1923.15117.
  • De Marchi, G. (1934). “Saggio di Teoria de Funzionamente Degli Stramazzi Letarali.” Energia Electr., 11(11), 849–860.
  • Dursun, O.F., Kaya, N., and Firat, M. (2012). “Estimating discharge coefficient of semi-elliptical side weir using ANFIS.” J. Hydrol., 426, 55–62. doi:10.1016/j.jhydrol.2012.01.010.
  • Ebtehaj, I., Bonakdari, H., Zaji, A.H., Azimi, H., and Khoshbin, F. (2015). “GMDH-type neural network approach for modeling the discharge coefficient of rectangular sharp-crested side weirs.” Eng. Sci. Technol. Int. J., 18(4), 746–757. doi:10.1016/j.jestch.2015.04.012.
  • Emiroglu, M.E., and Kisi, O. (2013). “Prediction of discharge coefficient for trapezoidal labyrinth side weir using a neuro-fuzzy approach.” Water Resour. Manage., 27(5), 1473–1488. doi:10.1007/s11269-012-0249-0.
  • Gharib, R., Heydari, M., Kardar, S., and Shabanlou, S. (2020). “Simulation of discharge coefficient of side weirs placed on convergent canals using modern self-adaptive extreme learning machine.” Appl. Water Sci., 10(1), 1–11. doi:10.1007/s13201-019-1136-0.
  • Ghodsian, M. (2004). “Flow over triangular side weir.” Sci. Iran. Sharif Univ. Technol., 11(1), 114–120.
  • Hager, W.H. (1987). “Lateral outflow over side weirs.” J. Hydraul. Eng. ASCE, 113(4), 491–504. doi:10.1061/(asce)0733-9429(1987)113:4(491).
  • Haghiabi, A.H., Parsaie, A., and Ememgholizadeh, S. (2018). “Prediction of discharge coefficient of triangular labyrinth weirs using adaptive neuro fuzzy inference system.” Alexandria Eng. J., 57(3), 1773–1782. doi:10.1016/j.aej.2017.05.005.
  • Hosseini, E. (1996). “Study on discharge coefficient of side weir.” M.S. thesis, Tarbiat Modares Univ., Tehran, Iran.
  • Jain, R.K., Smith, K.M., Culligan, P.J., and Taylor, J.E. (2014). “Forecasting energy consumption of multi-family residential buildings using support vector regression: Investigating the impact of temporal and spatial monitoring granularity on performance accuracy.” Appl. Energy, 123, 168–178. doi:10.1016/j.apenergy.2014.02.057.
  • Jalili, M., and Borghei, S. (1996). “Discussion: Discharge coefficient of rectangular side weirs.” J. Irrig. Drain. Eng. ASCE, 122(2), 132. doi:10.1061/(asce)0733-9437(1996)122:2(132).
  • Jang, J.S. (1993). “ANFIS: Adaptive-network-based fuzzy inference system.” IEEE Trans. Syst. Man Cybern., 23(3), 665–685. doi:10.1109/21.256541.
  • Kisi, O., Emiroglu, M.E., Bilhan, O., and Guven, A. (2012). “Prediction of lateral outflow over triangular labyrinth side weirs under subcritical conditions using soft computing approaches.” Expert Syst. Appl., 39(3), 3454–3460. doi:10.1016/j.eswa.2011.09.035.
  • Klir, G.J. (2000). “Review of: FUZZY CONTROL, by Kevin M. Passino and Stephen Yurkovich. Addison-Wesley, Menlo Park, California, 1998. XVII+ 475 pages, ISBN 0-201-18074-X.” Int. J. Gen. Syst., 29(2), 341–342. doi:10.1080/03081070008960938.
  • Kumar, C.P. (1985). “Flow characteristics of triangular side-weirs.” M.S. thesis, Roorkee Univ., Roorkee, India.
  • Kumar, C.P., and Pathak, S.K. (1987). “Triangular side weirs.” J. Irrig. Drain. Eng. ASCE, 113(1), 98–105. doi:10.1061/(asce)0733-9437(1987)113:1(98).
  • Maranzoni, A., Pilotti, M., and Tomirotti, M. (2017). “Experimental and numerical analysis of side weir flows in a converging channel.” J. Hydraul. Eng. ASCE, 143(7), 04017009. doi:10.1061/(asce)hy.1943-7900.0001296.
  • Mehri, Y., Soltani, J., and Khashehchi, M. (2019). “Predicting the coefficient of discharge for piano key side weirs using GMDH and DGMDH techniques.” J. Flow Meas. Instrum., 65, 1–6. doi:10.1016/j.flowmeasinst.2018.11.002.
  • Mohan, M. (1987). “Side weir discharge coefficient.” M.S. thesis, Roorkee Univ., Roorkee, India.
  • Müller, A.C., and Guido, S. (2016). Introduction to machine learning with Python: A guide for data scientists, O’Reilly Media, Inc, Sebastopol, CA.
  • Nandesamoorthy, T., and Thomson, A. (1972). “Discussion of spatially varied flow over side weir.” J. Hydraul. Div. ASCE, 98(12), 2234–2235. doi:10.1061/JYCEAJ.0003529.
  • Nimmo, W.H.R. (1928). “Side spillways for regulating diversion canals.” Trans. Am. Soc. Civil Eng., 92, 1561–1588.
  • Novak, G., Kozelj, D., Steinman, F., and Bajcar, T. (2013). “Study of flow at side weir in narrow flume using visualization techniques.” J. Flow Meas. Instrum., 29, 45–51. doi:10.1016/j.flowmeasinst.2012.10.008.
  • Novák, P., and Čabelka, J. (1981). Models in hydraulic engineering: Physical principles and design applications (Vol. 4), London: Pitman Publishing.
  • Park, D.C., El-Sharkawi, M., Marks, R., Atlas, L., and Damborg, M. (1991). “Electric load forecasting using an artificial neural network.” IEEE Trans. Power Syst., 6(2), 442–449. doi:10.1109/59.76685.
  • Parsaie, A., and Haghiabi, A. (2014). “Predicting the side weir discharge coefficient using the optimized neural network by genetic algorithm.” Sci. J. Pure Appl. Sci., 3(3), 103–112. doi:10.14196/sjpas.v3i3.1195.
  • Prasad, B. (1976). “Study of side weir with broad crest.” M.S. thesis, Roorkee Univ., Roorkee, India.
  • Ramamurthy, A.S., and Carballada, L. (1980). “Lateral weir flow model.” J. Irrig. Drain. Div. ASCE, 106(1), 9–25. doi:10.1061/JRCEA4.0001287.
  • Ranga Raju, K.G., Gupta, S.K., and Prasad, B. (1979). “Side weir in rectangular channel.” J. Hydraul. Div. ASCE, 105(5), 547–554. doi:10.1061/JYCEAJ.0005207.
  • Roushangar, K., Alami, M.T., Majedi Asl, M., and Shiri, J. (2017). “Modeling discharge coefficient of normal and inverted orientation labyrinth weirs using machine learning techniques.” ISH J. Hydraul. Eng., 23(3), 331–340. doi:10.1080/09715010.2017.1327333.
  • Roushangar, K., Alami, M.T., Shiri, J., and Asl, M.M. (2018). “Determining discharge coefficient of labyrinth and arced labyrinth weirs using support vector machine.” Hydrol. Res., 49(3), 924–938. doi:10.2166/nh.2017.214.
  • Roushangar, K., Khoshkanar, R., and Shiri, J. (2016). “Predicting trapezoidal and rectangular side weirs discharge coefficient using machine learning methods.” ISH J. Hydraul. Eng., 22(3), 254–261. doi:10.1080/09715010.2016.1177740.
  • Singh, R., Manivannan, D., and Satyanarayana, T. (1994). “Discharge coefficient of rectangular side weirs.” J. Irrig. Drain. Eng. ASCE, 120(4), 814–819. doi:10.1061/(asce)0733-9437(1994)120:4(814).
  • Subramanya, K., and Awasthy, S.C. (1972). “Spatially varied flow over side-weirs.” J. Hydraul. Div. ASCE, 98(1), 1–10. doi:10.1061/JYCEAJ.0003188.
  • Yurdusev, M.A., Fırat, M., Turan, M.E., and Sinir, B.G. (2009). “Neural networks and fuzzy inference systems for predicting water consumption time series.” Stochastic Environ. Res. Risk Assess., 23(8), 1225. doi:10.1007/s00477-009-0320-4.
  • Yu-Tech, L. (1972). “Discussion of spatially varied flow over side weir.” J Hydraul. Eng. ASCE, 98(11), 2046–2048.
  • Zaji, A.H., and Bonakdari, H. (2017). “Optimum support vector regression for discharge coefficient of modified side weirs prediction.” INAE Letters, 2(1), 25–33. doi:10.1007/s41403-017-0018-8.

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