Application and validation of numerical codes in the prediction of compound channel flows

Proceedings of the Institution of Civil Engineers: Water and Maritime Engineering

Volumn 156, Issue 2, 2003, Pages 117-128

  Wilson, Catherine A M E ^a   Stoesser, Thorsten ^b   Olsen, Nils R B ^c   Bates, Paul D ^d  

^a CARDIFF UNIVERSITY   (United Kingdom)

^b UNIVERSITY OF KARLSRUHE   (Germany)

^c NORWEGIAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Norway)

^d UNIVERSITY OF BRISTOL   (United Kingdom)

Author keywords

?; Hydraulics; Hydrodynamics

Indexed keywords

CHANNEL FLOW; COMPUTER SIMULATION; TURBULENCE; VECTORS; VELOCITY;

FLOW FIELDS;

WATER RESOURCES;

CHANNEL FLOW; HYDROLOGY; MATHEMATICAL METHOD;

CHANNEL FLOW; SOFTWARE; STREAMFLOW; THREE-DIMENSIONAL MODELING;

EID: 0042267402     PISSN: 14724561     EISSN: None     Source Type: Journal    
DOI: 10.1680/wame.2003.156.2.117     Document Type: Article

References (30)

1. WILLETTS B. B. and HARDWICK R. I. Stage dependency for overbank flow in meandering channels. Proceedings of the Institution of Civil Engineers-Water & Maritime Engineering, 1993, 101, No. 1, 45-54.
2. SAMUELS P. G. Cross-section location in one-dimensional models. Proceedings of the International Conference on River Flood Hydraulics, Wallingford, UK, 1990, pp. 339-350.
3. NAOT D., NEZU I and NAKAGAWA H. Hydrodynamic behavior of compound rectangular open channels. Journal of Hydraulic Engineering, ASCE, 1993, 119, No. 3, 390-408.
4. PEZZINGA G. Velocity distribution in compound channel flows by numerical modelling. Journal of Hydraulic Engineering, ASCE, 1994, 120, No. 10, 1176-1197.
5. COKIJAT D. and YOUNIS B. A. Compound-channel flows: a parametric study using a Reynolds-stress transport closure. Journal of Hydraulic Research, 1995, 33, No. 3, 307-320.
6. LIN B. and SHIONO K. Numerical modelling of solute transport in compound channel flows. Journal of Hydraulic Research, 1995, 33, No. 6, 773-787.
7. SOFIALIDIS D. and PRINOS P. Compound open-channel flow modelling with non-linear low-Reynolds k-ε models. Journal of Hydraulic Engineering, ASCE, 1998, 124, No. 3, 253-262.
8. SOFIALIDIS D. and PRINOS P. Numerical study of momentum exchange in compound open channel flow. Journal of Hydraulic Engineering, ASCE, 1999, 125, No. 3, 152-262.
9. SHI J., THOMAS T. G. and WILLIAMS J. J. R. Large-eddy simulation of flow in a rectangular open channel. Journal of Hydraulic Research, 1999, 37, No. 3, 345-361.
10. JIAN YE and MCCORQUODALE J. A. Simulation of curved open channel flows by 3D hydrodynamic model. Journal of Hydraulic Engineering, ASCE, 1998, 124, No. 7, 687-698.
11. MORVAN H., PENDER G., WRIGHT N. G. and ERVINE D. A. Three-dimensional hydrodynamics of meandering compound channels. Journal of Hydraulic Engineering, ASCE, 2002, 128, No. 7, 674-682.
12. LAUNDER B. E. and SPALDING D. B. The numerical computation of turbulent flows. Computer Methods in Applied Mechanics and Engineering, 1974, 3, 269-289.
13. KNIGHT D. W. and SELLIN R. H. J. The SERC Flood Channel Facility. Journal of the Institution of Water and Environmental Management, 1987, 1, No. 2, 198-204.
14. HERVOUET J.-M. and VAN HAREN L. TELEMAC-2d Version 3·0. Electricité de France, Département Laboratoire National d'Hydraulique, 1994.
15. OLSEN N. R. B. SSIIM User's Manual: A three-dimensional numerical model for simulation of sediment movements in water intakes with multiblock option. Division of Hydraulic Engineering, The Norwegian Institute of Technology, University of Trondheim, 2000.
16. BATES P. D., STEWART M. D., SIGGERS G. B., SMITH C. N., HERVOUET J.-M. and SELLIN R. H. J. Internal and external validation of a two-dimensional finite element code for river flood simulations. Proceedings of the Institution Of Civil Engineers-Water & Maritime Engineering, 1998, 130, No. 3, 127-141.
17. BATES P. D., WILSON C. A. M. E., HERVOUET J.-M. and STEWART M. D. Two-dimensional finite element modelling of flood-plain flow. La Houille Blanche, 1999, 130, No. 3, 82-88.
18. BATES P. D., HORRITT M. S., SMITH C. N. and MASON D. Integrating remote sensing observations of flood hydrology and hydraulic modelling. Hydrological Processes, 1997, 11, No. 14, 1777-1795.
19. STOESSER T. Numerical Modelling of Reservoir Sedimentation Processes in Prototype and Physical Model. Masters thesis, University of Karlsruhe, Germany, 1997.
20. OLSEN N. R. B. and STOKSETH S. Three-dimensional numerical modelling of water flow in a river with large bed roughness. Journal of Hydraulic Research, 1995, 33, No. 4, 571-581.
21. SEED D. River Training and Channel Protection: Validation of a 3D Numerical Model. HR Wallingford, 1997, Report SR 480.
22. RODI W. Turbulence Models and their Application in Hydraulics, IAHR State-of-the-art Review, Monograph Series, 3rd edn. A. A. Balkema, Rotterdam, 1993.
23. MARCHUK G. I. Methods of Numerical Mathematics. Springer-Verlag, New York, 1975.
24. BROOKES A. N. and HUGHES T. J. R. Streamline upwind/Petrov Galerkin formulations for convection dominated flows with particular emphasis on the incompressible Navier-Stokes equations. Computer Methods in Applied Mechanics and Engineering, 1982, 32, No. 1-3, 199-259.
25. PATANKAR S. V. Numerical Heat Transfer and Fluid Flow. McGraw-Hill, New York, 1980.
26. RHIE C.-M. and CHOW W. L. Numerical study of the turbulent flow past as airfoil with training edge separation. AIAA Journal, 1983, 21, No. 11, 1525--1532.
27. SCHLICHTING H. Boundary Layer Theory, 7th edn. McGraw-Hill, New York, 1979.
28. ACKERS P. Resistance functions for the Wallingford Facility. In SERC Flood Channel Research Design Manual Technical Report No. 1, August 1989, Volume 2, Section 3·10, HR Wallingford, UK.
29. SELLIN R. H. J., ERVINE D. A. and WILLETS B. B. Behaviour of meandering two-stage channels. Proceedings of the Institution of Civil Engineers-Water and Maritime Engineering, 1993, 101, No. 2, 99-111.
30. BOXALL J. Dispersion of Solutes in Sinuous Open Channel Flows. PhD thesis, University of Sheffield, UK, 2000.