شبیه‌سازی عددی الگوی جریان روی سرریزهای جانبی لبه تیز و لبه پهن

Agaccioglu H and Yüksel Y, 1998. Side-weir flow in curved channels. Journal of Irrigation and Drainage Engineering ASCE 124(3): 163-175.

Azimi H and Shabanlou S, 2016. Numerical simulation of flow free surface and field in circular channel along the side weir in subcritical flow conditions. Water and Soil Science-University of Tabriz 26(1-1): 225-238.

Azimi H and Shabanlou S, 2018. 3D Simulation of supercritical flow characteristics in circular channels with side weirs. Water and Soil Science-University of Tabriz 28(1): 119-130.

Bagheri S and Heidarpour M, 2012. Characteristics of Flow over Rectangular Sharp-Crested Side Weirs. Journal of Irrigation and Drainage Engineering ASCE 138 (6): 541-547.

Borghei SM, Jalili MR and Ghodsian M, 1999. Discharge coefficient for sharp crested side weirs in subcritical flow. Journal of the Hydraulic Division ASCE 125 (10): 1051-1056.

Durga Rao KHV and Pillai CRS, 2008. Study of Flow Over Side Weirs under Supercritical Conditions. Water Resources Management 22(1): 131-143.

Emiroglu ME, Agaccioglu H and Kaya N, 2011. Discharging capacity of rectangular side weirs in straight open channels. Flow Measurement and Instrumentation 22(4): 319-330.

Fares YR and Herbertson JG, 1993. Behaviors of flow in a channel bend with a side overflow (flood relief) channel. Journal of Hydraulic Engineering ASCE 31(3): 383-402.

Anonymous, 2011. FLOW 3D User’s Manual, Version 10.0. Flow Science Inc.

Honar T and Javan M, 2007. Discharge coefficient in oblique side weirs. Iran Agricultural Research 25(2): 27-36.

IzadiNia E, Heidarpour A and Kabiri Samani M, 2008. Study of flow pattern on circular crest side weirs. Journal of Agricultural and Natural Resources 12(46 b): 815-826.

Karizi A and Honar T, 2008. Investigation of flow pattern and shear stress of broad edge rectangular side weir. Journal of Agricultural and Natural Resources, Soil and Water Sciences 14(51): 15-25.

Subramanya K and Awasthy SC, 1972. Spatially varied flow over side weirs. Journal of the Hydraulics Division ASCE 98(1): 1-10.

Tarek M, Imran J and Chaudhry H, 2004. Numerical modeling of three-dimensional flow field around circular piers. Journal of Hydraulic Engineering ASCE 130 (2): 91-100.