Simple curvilinear method for numerical methods of open channels

Three-dimensional finite-difference or finite-volume models of sinuous open channels (e.g., narrow rivers, estuaries, and reservoirs) generally requir e boundary-fitted grids and curvilinear flow solution. Cartesian models wit h square grid cells are simpler to apply, but require a larger number of ce lls, as the cell size is determined by cross-stream resolution. This paper presents a simplified curvilinear approach suitable for systems where the a long-stream length scale is larger than the cross-stream scale. The curvili near Navier-Stokes equations are manipulated so the left-hand side is ident ical to the Cartesian momentum equations. The right-hand side then consists of grid-stretching curvature terms. These terms are written as functions o f a perturbation parameter, so the first-order curvilinear effects are obta ined with the lowest-order perturbation terms. As the Cartesian equations' form is preserved, we can readily adapt a Cartesian model to this perturbat ion curvilinear approach by adding the small curvilinear terms as explicit momentum sources.