The influence of grid shape and grid size on hydraulic river modelling performance

Author:

Bomers A.ORCID,Schielen R. M. J.,Hulscher S. J. M. H.

Funder

Stichting voor de Technische Wetenschappen

Publisher

Springer Science and Business Media LLC

Subject

Water Science and Technology,Environmental Chemistry

Reference26 articles.

1. Baker TJ (1996) Discretization of Navier–Stokes equations and mesh-induced errors. In: 5th international conference numerical grid generation in computational fluid simulation. Mississipi State University, Mississippi, USA

2. Bernard RS, Berger RC (1999) A parallel coupling scheme for disparate flow solvers. In: 1999 users group conference. Department of Defense, Monterey, California

3. Bridge JS (2003) Rivers and floodplains. Forms, processes and sedimentary record. Blackwell Science, Hoboken. https://doi.org/10.1002/jqs.856

4. Caviedes-voullième D, García-navarro P, Murillo J (2012) Influence of mesh structure on 2D full shallow water equations and SCS Curve Number simulation of rainfall/runoff events. J Hydrol 448(449):39–59. https://doi.org/10.1016/j.jhydrol.2012.04.006

5. Chow VT (1959) Open channel hydraulics. McGraw-Hill Book Company Inc, New York

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