| contributor author | Soumendra Nath Kuiry | |
| contributor author | Dhrubajyoti Sen | |
| contributor author | Paul D. Bates | |
| date accessioned | 2017-05-08T21:50:46Z | |
| date available | 2017-05-08T21:50:46Z | |
| date copyright | August 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29hy%2E1943-7900%2E0000234.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/64039 | |
| description abstract | A simplified numerical model for simulation of floodplain inundation resulting from naturally occurring floods in rivers is presented. Flow through the river is computed by solving the de Saint Venant equations with a one-dimensional (1D) finite volume approach. Spread of excess flood water spilling overbank from the river onto the floodplains is computed using a storage cell model discretized into an unstructured triangular grid. Flow exchange between the one-dimensional river cells and the adjacent floodplain cells or that between adjoining floodplain cells is represented by diffusive-wave approximated equation. A common problem related to the stability of such coupled models is discussed and a solution by way of linearization offered. The accuracy of the computed flow depths by the proposed model is estimated with respect to those predicted by a two-dimensional (2D) finite volume model on hypothetical river-floodplain domains. Finally, the predicted extent of inundation for a flood event on a stretch of River Severn, United Kingdom, by the model is compared to those of two proven two-dimensional flow simulation models and with observed imagery of the flood extents. | |
| publisher | American Society of Civil Engineers | |
| title | Coupled 1D–Quasi-2D Flood Inundation Model with Unstructured Grids | |
| type | Journal Paper | |
| journal volume | 136 | |
| journal issue | 8 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)HY.1943-7900.0000211 | |
| tree | Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 008 | |
| contenttype | Fulltext | |