TECHNICAL PAPERS
Nov 1, 2001

Simple Curvilinear Method for Numerical Methods of Open Channels

Publication: Journal of Hydraulic Engineering
Volume 127, Issue 11

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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Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 127Issue 11November 2001
Pages: 949 - 958

History

Received: Oct 11, 2000
Published online: Nov 1, 2001
Published in print: Nov 2001

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Authors

Affiliations

Dept. of Civ. Engrg., Univ. of Texas at Austin, Austin, TX 78712. E-mail: [email protected]
Ctr. for Water Res., The Univ. of Western Australia, Nedlands, Western Australia, Australia 6907. E-mail: [email protected]

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