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Eulerian-Lagrangian Linked Algorithm for Simulating Discontinuous Open Channel Flows

Abstract

Standard finite difference and finite element methods result in poor and unsatisfactory solutions for near discontinuous open channel flows. The presence of oscillatory waves in the proximity of the discontinuous region is commonly addressed by adding external or internal dissipating mechanisms. A space-time finite element method based on the Galerkin formulation of the divergent form of the open channel flow equations is presented. The proposed Eulerian-Lagrangian linked algorithm demonstrates remarkable shock capturing properties while maintaining a high order of accuracy. No extraneous parameters are required to dissipate the parasitic oscillations. Results are presented for a number of flow conditions that lead to the formation of discontinuity and shocks. The improvement over other techniques is demonstrated by comparing the solution with finite element and finite difference methods.

Authors

Moin SMA; Lam DCL; Smith AA

Book title

Developments in Water Science

Editors

Celia MA; Ferrand LA; Brebbia CA; Gray WG; Pinder GF

Series

Computational Methods in Water Resources Vol.1 Modeling Surface and Sub-Surface Flows, Proceedings of the VII International Conference

Volume

35

Pagination

pp. 363-368

Publisher

Elsevier

Publication Date

January 1, 1988

DOI

10.1016/S0167-5648(08)70362-9
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