روش بهبود یافته هیدرودینامیک ذرات روان برای شبیه‌سازی جریان سرریز لبه تیز

Aristodemo F, Marrone S, Federico I, “SPH modeling of plane jets into water bodies through an inflow/outflow algorithm”, Ocean Engineering, 2015, 105, 160-175.

Colagrossi A, Landrini M, “Numerical simulation of interfacial flows by smoothed particle hydrodynamics”, Journal of Computational Physics, 2003, 191 (2), 448-475.

Federico I, Marrone S, Colagrossi A, Aristodemo F, Antuono M, “Simulating 2D open-channel flows through an SPH model”, European Journal of Mechanics-B/Fluids, 2012, 34, 35-46.

Ferrari A, “SPH simulation of free surface flow over a sharp-crested weir”, Advances in Water Resources, 2010, 33, 270-276.

Ferrari A, Dumbser M, Toro EF, Armanini A, “A new 3D parallel SPH scheme for free surface flows”, Computers and Fluids, 2009, 38, 1203-1217.

Ghadampour Z, Hashemi MR, Talebbeydokhti N, Neill SP, Nikseresht AH, “Some numerical aspects of modelling flow around hydraulic structures using incompressible SPH”, Computers and Mathematics with Applications, 2015, 69 (12), 1470-1483.

Gómez-Gesteira M, Dalrymple RA, “Using a three-dimensional smoothed particle hydrodynamics method for wave impact on a tall structure”, Journal of Waterway, Port, Coastal, and Ocean Engineering, 2004, 130 (2), 63-69.

Haun S, Reidar N, Olsen B, Feurich R, “Numerical modelling of flow over trapezoidal broad-crested weir”, Engineering Applications of Computational Fluid Mechanics, 2011, 5 (3), 397-405.

Hu XY, Adams NA, “A multi-phase SPH method for macroscopic and mesoscopic flows”, Journal of Computational Physics, 2006, 213 (2), 844-861.  

Kirkgoz MS, Akoz MS, Oner AA, “Experimental and theoretical analyses of two-dimensional flows upstream of broad-crested weirs”, Canadian Journal of Civil Engineering, 2008, 35 (9), 975-986.

Liu GR, Liu MB, “Smoothed Particle Hydrodynamics: A Meshfree Particle Method”, World Scientific, Singapore, 2003.

Liu MB, Liu GR, “Smoothed particle hydrodynamics (SPH): An overview and recent developments”, Archives of Computational Methods in Engineering, 2010, 17 (1), 25-76.

Lodomez M, Erpicum S, Dewals B, Pirotton M, Archambeau P, “Comparison between experimental and SPH models over a sharp-crested weir”, 5^th International Junior Researcher and Engineer Workshop on Hydraulic Structures, Belgium, 2014.

Lv X, Zou Q, Reeve D, “Numerical simulation of overflow at vertical weirs using a hybrid level set/VOF method”, Advances in Water Resources, 2011, 34 (10), 1320-1334.

Mahdavi A, “Pseudo-fluid particles for fluid-rigid body coupling in SPH”, KSCE Journal of Civil Engineering, 2018, 22 (11), 4194-4204.

Mahdavi A, Talebbeydokhti N, “Modeling of non-breaking and breaking solitary wave run-up using shock-capturing TVD-WAF scheme”, KSCE Journal of Civil Engineering, 2011, 15 (6), 945-955.

Mahdavi A, Talebbeydokhti N, “A hybrid solid boundary treatment algorithm for smoothed particle hydrodynamics”, Scientia Iranica. Transaction A, Civil Engineering, 2015, 22 (4), 1457-1469.

Mahdavi A, Hashemi MR, Talebbeydokhti N, “A localized differential quadrature model for moving boundary shallow water flows”, Journal of Hydraulic Research, 2012, 50 (6), 612-622.

Meister M, Burger G, Rauch W, “On the Reynolds number sensitivity of smoothed particle hydrodynamics”, Journal of Hydraulic Research, 2014, 52 (6), 824-835.

Mello CEFD, “BEM numerical simulation of spillway flows”, Rem: Revista Escola de Minas, 2014, 67 (1), 21-26.

Monaghan JJ, “Simulating free surface flows with SPH”, Journal of Computational Physics, 1994, 110 (2), 399-406.

Rajaratnam N, Muralidhar D, “Pressure and velocity distribution for sharp-crested weirs”, Journal of Hydraulic Research, 1971, 9 (2), 241-248.

Ramamurthy AS, Tim US, Rao MVJ, “Flow over sharp-crested plate weirs”, Journal of Irrigation and Drainage Engineering, 1987, 113 (2), 163-172.