Title of article :
Simple Curvilinear Method for Numerical Methods of Open Channels
Author/Authors :
Imberger، J?rg نويسنده , , Hodges، Ben R. نويسنده ,
Issue Information :
ماهنامه با شماره پیاپی سال 2001
Pages :
-948
From page :
949
To page :
0
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 equationsʹ 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.
Journal title :
Journal of Hydraulic Engineering
Serial Year :
2001
Journal title :
Journal of Hydraulic Engineering
Record number :
59701
Link To Document :
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