چکیده مقاله
In the field of Civil Engineering, non Newtonian fluids such as water cement mix, SCC Self Compacted Concrete and benthonic are widely used In this article, water clay mix flow in dam break problem is studied numerically Water clay mix rheology is assumed as Bingham fluid As the water clay mix flow inthe dam break problem is a free surface flow with large deformation, SPH method is used for the simulation To verify the simulation results, the predicted results such as free surface shape and leadingedge position have been compared with experimental data The simulation is then used to determine parameters of motion which are difficult to measure in the laboratory These results include exciting mass from gate position at each time step, height of fluid at a particular point, and leading edge velocity The results also indicate that SPH method is accurate enough for simulation of non Newtonian fluid flow with free surface problems
کلیدواژهها
نویسندگان
H. Lashkarbolouk
MSc of Civil Engineering, Lecturer, Payame Noor University, Gorgan, Iran
M.R Chamani
Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran
A.M Halabiyan
H. Lashkarbolouk MSc of Civil Engineering, Lecturer, Payame-Noor University, Gorgan, IranM.R Chamani Department of Civil Engineering, Isfahan University of Technology, Isfahan, IranA.R. Pishehvar
A.R. Pishehvar
H. Lashkarbolouk MSc of Civil Engineering, Lecturer, Payame-Noor University, Gorgan, IranM.R Chamani Department of Civil Engineering, Isfahan University of Technology, Isfahan, IranA.M Halabiyan
شیوه ارجاع
Lashkarbolouk, H. and Chamani, M.R and Halabiyan, A.M and Pishehvar, A.R.,1391,Simulation of water-clay flow in dam break with SPH method,9th International Congress on Civil Engineering,Isfahan
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