Three-phase bi-layer model for simulating mixed flows-Reference-Cited by-同舟云学术

Three-phase bi-layer model for simulating mixed flows

Published:2012-06 Issue:3 Volume:50 Page:312-319
ISSN:0022-1686
Container-title:Journal of Hydraulic Research
language:en
Short-container-title:Journal of Hydraulic Research

Author:

Kerger Francois¹,Archambeau Pierre²,Dewals Benjamin J.³,Erpicum Sébastien⁴,Pirotton Michel⁵

Affiliation:

1. a Hydrology, Applied Hydrodynamics and Hydraulic Constructions (HACH), ArGEnCo Department, MS2F Sector , University of Liège (ULg) , Chemin des chevreuils, 1, bât B52/3, étage +1, 4000, Liège , Belgium

2. b Hydrology, Applied Hydrodynamics and Hydraulic Constructions (HACH), ArGEnCo Department, MS2F Sector , University of Liège (ULg) , Chemin des chevreuils, 1, bât B52/3, étage +1, 4000, Liège , Belgium E-mail:

3. c Hydrology, Applied Hydrodynamics and Hydraulic Constructions (HACH), ArGEnCo Department, MS2F Sector , University of Liège (ULg) , Chemin des chevreuils, 1, bât B52/3, étage +1, 4000, Liège , Belgium E-mail:

4. d Hydrology, Applied Hydrodynamics and Hydraulic Constructions (HACH), ArGEnCo Department, MS2F Sector , University of Liège (ULg) , Chemin des chevreuils, 1, bât B52/3, étage +1, 4000, Liège , Belgium E-mail:

5. e Hydrology, Applied Hydrodynamics and Hydraulic Constructions (HACH), ArGEnCo Department, MS2F Sector , University of Liège (ULg) , Chemin des chevreuils, 1, bât B52/3, étage +1, 4000, Liège , Belgium E-mail:

Publisher

Informa UK Limited

Subject

Water Science and Technology,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/00221686.2012.684454

Reference25 articles.

1. Finite-Volume Solvers for a Multilayer Saint-Venant System

2. A conservative model for unsteady flows in deformable closed pipes and its implicit second-order finite volume discretisation

3. A kinetic formulation for a model coupling free surface and pressurised flows in closed pipes

4. Depth-integrated flow modelling taking into account bottom curvature

5. Dam break flow computation based on an efficient flux vector splitting

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