Simple curvilinear method for numerical methods of open channels

by Ben R. Hodges and Jörg Imberger

Citation: Hodges, B.R., and J. Imberger. "Simple curvilinear method for numerical methods of open channels." Journal of Hydraulic Engineering 127: (11): 949-958, (2001).

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.

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NOTE - this paper is related to a technical report <more info> and a conference paper <more info>

©2003 Ben R. Hodges	• last updated August 16, 2003	• UT • College of Engineering • Dept of Civil Engineering • CRWR • EFM Home •