Abbasi F, Mahmodian-Shoshtari M and Pazira A, 1997. Zero Inertia Model for Estimation of Design Parameters in Border Irrigation. Iranian Journal of Agricultural Science, 28(3): 59-68.
Alizadeh A, 2006. Designing Irrigation Systems (1st volume: Designing Surface Irrigation Systems). Publication of Imam Reza university, Mashhad.
Aminizadeh S M R, Liaghat A, Mahmodian-Shoshtari M and Kouchakzadeh S, 2006. An Explicit Scheme of Zero-Inertia Model Equations with Effectiveness of Wetted Perimeter for Furrow Irrigation Simulation. Journal of Quarterly Agricultural Research
Ansari H, 2011. Surface Irrigation, Evaluation, Designing and Simulation. 1st edition, Jahad Daneshgahi Publication of Mashhad, Mashhad.
Behbahani M R and Babazadeh H, 2005. Field Evaluation of Surface Irrigation Model (SIRMOD)(Case study in Furrow Irrigation) Journal of Agricultural Science and Natural Resources 12(2): 1-10.
Beykzadeh E, Ziaei A N, Davari K and Ansari H, 2014. Optimization Of Inflow Rate And Cutoff Timeusing The Full Hydrodynamic Model.Iranian Journal of Irrigation and Drainage, 8(2): 377-385.
Bradford F andNikolaos D, 2001. Finite volume model for non-level Basin irrigation. Journal of Irrigation and Drainage Engineering 127: 216-223.
, Walker, WR, and Skogerboe GV, 1982. Zero-inertia modeling of furrow irrigation advance. Journal of Irrigation and Drainage Engineering 108: 179-195.
Ghezelsofloo A, 2005. Numerical Modeling of Shocks' Behavior in Shallow Flows using Advanced Finite Volume Method, Ph.D. Thesis, Faculty of Engineering, Ferdowsi University of Mashhad.
Glaister P, 1988. Approximate Riemman solutions of the shallow water equation. Journal of Hydraulic Research 26: 293-306.
Lai C, 1986. Numerical Modeling of Unsteady Open Channel Flow. Advances in Hydroscience, Vol. 14. Academic Press, USA, 161–333.
RosattiGand Begnudelli L, 2013. A closure-independent Generalized Roe solver for free-surface, two-phase flows over mobile bed. Journal of Computational Physics 255: 362–383.
Sanders BF, 2002. High-resolution and non-oscillatory solution of the St. Venant equations in non-rectangularand non-prismatic channels. Journal of Hydraulic Research 39(3): 321-330.
Toro EF, 2001. Shock-Capturing Methods for Free-Surface Shallow Flow. John Wiley & Sons LTD, United Kingdom.
Toro EF, 2009. Riemann Solvers and Numerical Methods for Fluid Dynamics. A Practical Introduction Edition,Springer, London.
Walker WR, 2003. SIRMOD III surface irrigation design, evaluation and simulationsoftware, user’s guide and technical documentation. Utah StateUniversity, Logan, Utah.
Yuan B, Yuan D, Sun J and Tao J, 2012. A finite volume model for coupling surface and subsurface flows. Journal of Procedia Engineering 31: 62 – 67.
Zerihun D, Sanchez CA, Lazarovitch N, Warrick AW, Clemmens AJ and Bautista E, 2014. Modeling flow and solute transport in irrigation furrows. Journal of Irrigation & Drainage Systems Engineering 3(2):1-16.