| contributor author | Bishnu H. Devkota | |
| contributor author | Jörg Imberger | |
| date accessioned | 2017-05-08T20:46:20Z | |
| date available | 2017-05-08T20:46:20Z | |
| date copyright | November 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%290733-9429%282009%29135%3A11%28926%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26638 | |
| description abstract | A Lagrangian, nonhydrostatic, Boussinesq model for weakly nonlinear and weakly dispersive flow is presented. The model is an extension of the hydrostatic model—dynamic river model. The model uses a second-order, staggered grid, predictor-corrector scheme with a fractional step method for the computation of the nonhydrostatic pressure. Numerical results for solitary waves and undular bores are compared with | |
| publisher | American Society of Civil Engineers | |
| title | Lagrangian Modeling of Weakly Nonlinear Nonhydrostatic Shallow Water Waves in Open Channels | |
| type | Journal Paper | |
| journal volume | 135 | |
| journal issue | 11 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2009)135:11(926) | |
| tree | Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 011 | |
| contenttype | Fulltext | |
