This paper deals with numerical modeling of water flow which is generated by the break of a dam. The problem is solved by applying Eulerian equations with mapping technique over a horizontal bottom considering unsteady, incompressible flow with free surface. The proposed model has been used to simulate a two-dimensional problem of the collapse of a water column inside a rectangular tank. A new mapping was developed to transform the governing equations from the physical domain to a computational domain. It is shown that the model predictions of the changes of wave profile and the free surface elevation of water. Also, the results compare with experimental data.
Lohrasbi, A., & Dolatshahi Pirooz, M. (2016). Dam Break model with Eulerian equations using mapping technique. Scientia Iranica, 23(3), 876-881. https://doi.org/10.24200/sci.2016.2166
MLA
Lohrasbi, A., & Dolatshahi Pirooz, M. "Dam Break model with Eulerian equations using mapping technique", Scientia Iranica, 23, 3, 2016, 876-881. doi: 10.24200/sci.2016.2166
HARVARD
Lohrasbi A., Dolatshahi Pirooz M. (2016). 'Dam Break model with Eulerian equations using mapping technique', Scientia Iranica, 23(3), pp. 876-881. doi: 10.24200/sci.2016.2166
CHICAGO
A. Lohrasbi & M. Dolatshahi Pirooz, "Dam Break model with Eulerian equations using mapping technique," Scientia Iranica, 23 3 (2016): 876-881, doi: 10.24200/sci.2016.2166
VANCOUVER
Lohrasbi A., Dolatshahi Pirooz M. Dam Break model with Eulerian equations using mapping technique. Scientia Iranica. 2016;23(3):876-881. doi: 10.24200/sci.2016.2166
