| contributor author | Soumendra Nath Kuiry | |
| contributor author | Kiran Pramanik | |
| contributor author | Dhrubajyoti Sen | |
| date accessioned | 2017-05-08T20:46:00Z | |
| date available | 2017-05-08T20:46:00Z | |
| date copyright | February 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%290733-9429%282008%29134%3A2%28231%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26446 | |
| description abstract | A simple yet precise relation between the flux gradient and the bed slope source term is presented, which produces a net force within the cell with an inclined water surface, but ensures still water condition when there is no flow across the boundaries. The proposed method consists of calculating the pressure term based on the water depths at the cell vertices, which may be computed by a higher order scheme and the bed slope source term by a centered discretization technique. The methodology is demonstrated with a Godunov-type upwind finite volume formulation. The inviscid fluxes are calculated using Roe’s approximate Riemann solver and a second-order spatial accuracy is obtained by implementing multidimensional gradient reconstruction and slope limiting techniques. The accuracy and applicability of the numerical model is verified with a couple of test problems and a real flow example of tidal water movement in a stretch of River Hooghly in India. | |
| publisher | American Society of Civil Engineers | |
| title | Finite Volume Model for Shallow Water Equations with Improved Treatment of Source Terms | |
| type | Journal Paper | |
| journal volume | 134 | |
| journal issue | 2 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2008)134:2(231) | |
| tree | Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 002 | |
| contenttype | Fulltext | |