This paper investigates local time stepping (LTS) with the RKDG2 (second-order Runge-Kutta Discontinuous Galerkin) non-uniform solutions of the inhomogeneous SWEs (shallow water equations) with source terms. A LTS algorithm - recently designed for homogenous hyperbolic PDE(s) - is herein reconsidered and improved in combination with the RKDG2 shallow-flow solver (LTS-RKDG2) including topography and friction source terms as well as wetting and drying. Two LTS-RKDG2 schemes that adapt 3 and 4 levels of LTSs are configured on 1D and/or 2D (quadrilateral) non-uniform meshes that, respectively, adopt 3 and 4 scales of spatial discretization. Selected shallow water benchmark tests are used to verify, assess and compare the LTS-RKDG2 schemes relative to their conventional Global Time Step RKDG2 alternatives (GTS-RKDG2) considering several issues of practical relevance to hydraulic modelling. Results show that the LTS-RKDG2 models could offer (depending on both the mesh setting and the features of the flow) comparable accuracy to the associated GTS-RKDG2 models with a savings in runtime of up to a factor of 2.5 in 1D simulations and 1.6 in 2D simulations. (C) 2014 Elsevier Inc. All rights reserved.
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Univ Costa Rica, Dept Hidraul & Ambiental, Escuela Ingn Civil, San Jose 2060, Costa RicaUniv Costa Rica, Dept Hidraul & Ambiental, Escuela Ingn Civil, San Jose 2060, Costa Rica
Serrano-Pacheco, Alberto
Murillo, Javier
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LIFTEC Univ Zaragoza, Zaragoza 50018, SpainUniv Costa Rica, Dept Hidraul & Ambiental, Escuela Ingn Civil, San Jose 2060, Costa Rica
Murillo, Javier
Garcia-Navarro, Pilar
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LIFTEC Univ Zaragoza, Zaragoza 50018, SpainUniv Costa Rica, Dept Hidraul & Ambiental, Escuela Ingn Civil, San Jose 2060, Costa Rica