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
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