[1]. Yousefi, H, Golshan,M , Pirnia, A. Evaluation of HEC-HMS Hydrological Model in estimating Flood Hydrograph of Dry and Humid regions. Journal of Ecohydrology, 2018; 5(1): 319 – 330. .)Persian(.
[2]. Yousefi, H, Ehara,S ,Noorollahi, Y. Modifying the analysis made by water quality index using multi-criteria decision making methods. Journal of African Earth sciences, 2018; 138, 309 – 318.
[3]. Yousefi, H, Tavakkoli-Moghaddam, R, Oliaei, MTB, Mohammadi, M. Solving a bi-objective vehicle routing problem under uncertainty by a revised multichoice goal programming approach. International Journal of Industrial Engineering Computations, 2017; 8(3):283-302
[4]. Xiufang Z. Pingyi W. and Y. Chengyu. Experimental study on flow turbulence distribution around a spur dike with different structure. Journal of Procedia Engineering,2015; 28: 772-775.
[5]. Hao, Z. Hajime, N. kenji, K. and B. Yasyuki. Experiment and simulation of turbulent flow in local scour around a spur dyke. Journal of Sediment Research, 2014; 24: 33-45.
[6]. Lai, Y. G. and Greimann, B.P. Predicting contraction scour with two-dimensional depth averaged model. Journal of Hydraulic Research, 2010; 48(3): 383-387.
[7]. Khosravi, G. The numerical simulation of flow and sediment transport with model CCHE2D (Case Study: meander downstream Minab). Master's thesis, University of Hormozgan, Bandarabbas, Iran. 2012. (Persian).
[8]. Fathi, M., A. Honarbakhsh, M. Rostami and D. Davoodian Dehkordi. simulating the flow pattern with a two-dimensional numerical model in a range of natural meanders, Case Study: Khoshkerood Farsan River, Chaharmahal and Bakhtiari, Journal of Science and Technology of Agriculture and Natural Resources, Water and Soil Sciences. 2012; 62(1): 95-108. (Persian).
[9]. Andersson. B, Andersson.R, Hakansson. L, Mortensen. M, Sudiyo. R and vanWachem. B. Computational fluid dynamics for engineers. Cambridge University Press, 2012.
[10]. Rodi, W. and Leschziner M. A. Calculation of Strongly Curved Open Channel Flow. Journal of the Hydraulic Division,1978; 105(HY10) : 1297-1333.
[11]. Shettar, A.S., and Murthy, K.K.A numerical study of division of flow in open channels, Journal of Hydraulic Research, Delft, The Netherlands,1996; 34)5( :651-675.
[12]. Han, S.S. Characteristics of flow around 90 open channel bends. PhD. Thesis. Dept. of Building,Civil and Environmental Engineering, Concordia University, Montreal, Quebec.2010.
[13]. Van Balen, W., Uijttewaal, W.S.J., and Blanckaert, K. Large eddy simulation of a mildly curved open channel flow", J. Fluid Mech.2009; 630(1): 413-442.
[14]. SafarzadehGandshamin, A., and Salehi Neishabouri, A. A. Numerical study of turbulent flow pattern and qualitative study of sediment transport and erosion in lateral drainage from the river. Journal of Modarres Technical and Engineering,2007; 25(1) : 1-18.( Persian).
[15]. Omid Beygi, M. A. Laboratory study and numerical simulation of three dimensional flow pattern in lateral drainage of the river in the presence of submerged panels. Msc Thesis. Dept. of Agriculture, Tarbiat Modarres University.2010.( Persian).
[16]. Mozaffari, J., Samadi, A., Mohseni Movahhed, S. A., Davoud-Maghami, D. Comparison of RSM and LES Turbulence Models on Sharp Bend. Journal of Ferdowsi Civil Engineering, 2015; 27(1): 77-86. (Persian).
[17].
Zhang, M. L., and
Shen, Y. M. Three-dimensional simulation of meandering river based on 3-D RNG k-ɛ turbulence model. Journal of Hydrodynamics,2008;
20(4) : 448-455.
[18]. Yu, L. R. Flow and transport simulation of Madeira River using three depth-averaged two-equation turbulence closure models. Water Science and Engineering, 2012. 5(1): 11-25
[19]. Wu, W. CCHE2D Sediment Transport Model (Version 2.1). Tech Report No. NCCHETR- 2001-3, NCCHE, University of Mississippi, 2009. USA, P: 12.
[20].
Cea, L.,
Pena, L.,
J. Puertas, J.,
M. E. Vazquez-Cendon, M. E., and
Pena, E. Application of several depth-averaged turbulence models to simulate flow in vertical slot fishways. Journal of Hydraulic Engineering, 2007;133(2):160–172.
[21]. Launder, B. E., and Spalding, D. B. The numerical computation of turbulent flows. Computer Methods in Applied Mechanics and Engineering, 1974; 3(2): 269-289.
)