ارزیابی هیدرولیکی آبگیری جانبی با لوله از کانال با استفاده از مدل عددی

[1] Kasthuri, B., & Pundarikanthan, N. V. (1987). Discussion of “Separation zone at open-channel junctions” by James L. Best and Ian Reid (November, 1984). Journal of Hydraulic Engineering, 113(4), 543-544.
[2] Neary, V.S., Sotiropoulos, F. and Odgaard, A.J., 1999. Three-dimensional numerical model of lateral-intake inflows. Journal of Hydraulic Engineering, 125(2), pp.126-140.
[3] Barkdoll, B. D., Ettema, R., & Odgaard, A. J. (1999). Sediment control at lateral diversions: Limits and enhancements to vane use. Journal of hydraulic engineering, 125(8), 862-870.
[4] Ramamurthy, A. S., Qu, J., & Vo, D. (2007). Numerical and experimental study of dividing open-channel flows. Journal of Hydraulic Engineering, 133(10), 1135-1144.
[5] Goudarzizadeh R, Hedayat N, & Jahromi S (2010) Three-dimensional simulation of flow pattern at the lateral intake in straight path, using finite-volume method. World Academy of Science, Engineering and Technology, 47, 656-661.
[6] Seyedian S M, Bajestan M S, Farasati M (2014) Effect of bank slope on the flow patterns in river intakes. Journal of Hydrodynamics, Ser. B, 26(3), 482-492.
[7] Mirzaei, S.H.S., Ayyoubzadeh, S.A. and Firoozfar, A.R., 2014. The Effect of Submerged-Vanes on Formation Location of the Saddle Point in Lateral Intake from a Straight Channel. American Journal of Civil Engineering and Architecture, 2(1), pp.26-33.
[8] Asnaashari A, Merufinia E (2015). Numerical Simulation of Velocity Distribution in the River Lateral Intake Using the SSIIM2 Numerical Model. Cumhuriyet Science Journal, 36(3): 1473-1486.
[9] Biswal, S.K., Mohapatra, P. and Muralidhar, K., 2016. Hydraulics of combining flow in a right-angled compound open channel junction. Sadhana, 41(1), pp.97-110.
[10] Ouyang, H.T, Lin, C. P. (2016). Characteristics of interactions among a row of submerged vanes in various shapes. Journal of Hydro-environment Research, In press.
[11] Schindfessel, L., Creëlle, S. and De Mulder, T., (2017). How Different Cross-Sectional Shapes Influence the Separation Zone of an Open-Channel Confluence. Journal of Hydraulic Engineering, 143(9), p.04017036.
[12] Gómez-Zambrano, H.J., López-Ríos, V.I. and Toro-Botero, F.M., 2017. New methodology for calibration of hydrodynamic models in curved open-channel flow. Revista Facultad de Ingeniería Universidad de Antioquia, (83), p.82.
[13] Haddad H, Ahmad E, Azizi, K (2017) Numerical simulation of the inlet sedimentation rate to lateral intakes and comparison with experimental results, 5(1): 464 - 472.
[14] Anjum, N., Ghani, U., Ahmed Pasha, G., Latif, A., Sultan, T. and Ali, S., 2018. To Investigate the Flow Structure of Discontinuous Vegetation Patches of Two Vertically Different Layers in an Open Channel. Water, 10(1), p.75.
[15] Zahiri, A. and Najafzadeh, M., 2018. Optimized expressions to evaluate the flow discharge in main channels and floodplains using evolutionary computing and model classification. International Journal of River Basin Management, 16(1), pp.123-132.
[16] Indlekofer, H.; Robinson, S.; Rouvé, G., 1975. On the Transport of Bed-Load into Channel Branches and the Regulation by Inducing Artificial Secondary Flow. In Proceedings of 9th International Congress of Irrigation and Drainage, Moscow.
[17] Rahmani Firozjaei, M., Mohajeri, S.H., Salehi Neyshabouri, S.A.A., 2017. The importance of lateral water intake angle on flow patterns and sediment transport. In Proceedings of 37th IAHR World Congress, Kuala Lumpur, Malaysia.
[18] Abdelaziz, Shokry, Minh-Duc Bui, and Peter Rutschmann. (2014) "Numerical simulation of scour development due to submerged horizontal jet." River Flow 2010: 1597-1604.
[19] Hussain, A., Ahmad, Z., & Asawa, G. L. (2010). Discharge characteristics of sharp-crested circular side orifices in open channels. Flow Measurement and Instrumentation, 21(3), 418-424.
[20] Van Rijn, L.C., 1984. Sediment transport, part I: bed load transport. Journal of hydraulic engineering, 110(10), pp.1431-1456.