Finite Element Approximation of a Quasi-3D Model for Estuarian River Flows

Mohamed Amara (), Agnès Pétrau () and David Trujillo ()
Additional contact information
Mohamed Amara: IPRA, Université de Pau et des Pays de l’Adour, Laboratoire de Mathématiques Appliquées & CNRS UMR 5142
Agnès Pétrau: IPRA, Université de Pau et des Pays de l’Adour, Laboratoire de Mathématiques Appliquées & CNRS UMR 5142
David Trujillo: IPRA, Université de Pau et des Pays de l’Adour, Laboratoire de Mathématiques Appliquées & CNRS UMR 5142

A chapter in Numerical Mathematics and Advanced Applications 2009, 2010, pp 87-95 from Springer

Abstract: Abstract We present here the main ideas and results concerning the derivation of a new quasi-3D hydrodynamical model, also called 2.5D model, within the framework of nonlinear weak formulations. The idea is to work in the sum of spaces concerning 2D models, one in the horizontal plane, the other in the vertical one. The new model takes into account the river’s geometry and provides a three-dimensional velocity and pressure. We present the finite element approximation of the model and some numerical results.

Date: 2010
References: Add references at CitEc
Citations:

There are no downloads for this item, see the EconPapers FAQ for hints about obtaining it.

Related works:
This item may be available elsewhere in EconPapers: Search for items with the same title.

Export reference: BibTeX RIS (EndNote, ProCite, RefMan) HTML/Text

Persistent link: https://EconPapers.repec.org/RePEc:spr:sprchp:978-3-642-11795-4_8

Ordering information: This item can be ordered from
http://www.springer.com/9783642117954

DOI: 10.1007/978-3-642-11795-4_8

Access Statistics for this chapter

More chapters in Springer Books from Springer
Bibliographic data for series maintained by Sonal Shukla () and Springer Nature Abstracting and Indexing ().