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Lax-Wendroff and McCormack Schemes for Numerical Simulation of Unsteady Gradually and Rapidly Varied Open Channel Flow

Abstract

Two explicit schemes of the finite difference method are presented and analyzed in the paper. The applicability of the Lax-Wendroff and McCormack schemes for modeling unsteady rapidly and gradually varied open channel flow is investigated. For simulation of the transcritical flow the original and improved McCormack scheme is used. The schemes are used for numerical solution of one dimensional Saint-Venant equations describing free surface water flow. Two numerical simulations of flow with different hydraulic characteristics were performed – the first one for the extreme flow of the dam-break type and the second one for the simplified flood wave propagation problem. The computational results are compared to each other and to arbitrary solutions.

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DOI:
Digital Object Identifier (open in new tab) 10.2478/heem-2013-0008
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Details

Category:
Articles
Type:
artykuły w czasopismach recenzowanych i innych wydawnictwach ciągłych
Published in:
Archives of Hydro-Engineering and Environmental Mechanics no. 60, pages 51 - 62,
ISSN: 1231-3726
Language:
English
Publication year:
2013
Bibliographic description:
Machalińska-Murawska J., Szydłowski M.: Lax-Wendroff and McCormack Schemes for Numerical Simulation of Unsteady Gradually and Rapidly Varied Open Channel Flow// Archives of Hydro-Engineering and Environmental Mechanics. -Vol. 60., iss. 1-4 (2013), s.51-62
DOI:
Digital Object Identifier (open in new tab) 10.2478/heem-2013-0008
Verified by:
Gdańsk University of Technology

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