| contributor author | Francisco J. M. Simões | |
| date accessioned | 2017-05-08T21:50:57Z | |
| date available | 2017-05-08T21:50:57Z | |
| date copyright | February 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29hy%2E1943-7900%2E0000316.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/64129 | |
| description abstract | This paper presents the development of a two-dimensional, depth integrated, unsteady, free-surface model based on the shallow water equations. The development was motivated by the desire of balancing computational efficiency and accuracy by selective and conjunctive use of different numerical techniques. The base framework of the discrete model uses Godunov methods on unstructured triangular grids, but the solution technique emphasizes the use of a high-resolution Riemann solver where needed, switching to a simpler and computationally more efficient upwind finite volume technique in the smooth regions of the flow. Explicit time marching is accomplished with strong stability preserving Runge-Kutta methods, with additional acceleration techniques for steady-state computations. A simplified mass-preserving algorithm is used to deal with wet/dry fronts. Application of the model is made to several benchmark cases that show the interplay of the diverse solution techniques. | |
| publisher | American Society of Civil Engineers | |
| title | Finite Volume Model for Two-Dimensional Shallow Environmental Flow | |
| type | Journal Paper | |
| journal volume | 137 | |
| journal issue | 2 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)HY.1943-7900.0000292 | |
| tree | Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 002 | |
| contenttype | Fulltext | |