| contributor author | Ben R. Hodges | |
| contributor author | Jörg Imberger | |
| date accessioned | 2017-05-08T20:43:58Z | |
| date available | 2017-05-08T20:43:58Z | |
| date copyright | November 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%290733-9429%282001%29127%3A11%28949%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/25126 | |
| description abstract | Three-dimensional finite-difference or finite-volume models of sinuous open channels (e.g., narrow rivers, estuaries, and reservoirs) generally require boundary-fitted grids and curvilinear flow solution. Cartesian models with square grid cells are simpler to apply, but require a larger number of cells, as the cell size is determined by cross-stream resolution. This paper presents a simplified curvilinear approach suitable for systems where the along-stream length scale is larger than the cross-stream scale. The curvilinear Navier-Stokes equations are manipulated so the left-hand side is identical to the Cartesian momentum equations. The right-hand side then consists of grid-stretching curvature terms. These terms are written as functions of a perturbation parameter, so the first-order curvilinear effects are obtained with the lowest-order perturbation terms. As the Cartesian equations' form is preserved, we can readily adapt a Cartesian model to this perturbation curvilinear approach by adding the small curvilinear terms as explicit momentum sources. | |
| publisher | American Society of Civil Engineers | |
| title | Simple Curvilinear Method for Numerical Methods of Open Channels | |
| type | Journal Paper | |
| journal volume | 127 | |
| journal issue | 11 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2001)127:11(949) | |
| tree | Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 011 | |
| contenttype | Fulltext | |