Modelling vegetation effects in irregular meandering river

Journal of Hydraulic Research

Volumn 48, Issue 6, 2010, Pages 775-783

  Sun, Xin ^a   Shiono, Koji ^b   Rameshwaran, Ponnambalam ^c   Chandler, Jim H ^b  

^a XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY   (China)

^b LOUGHBOROUGH UNIVERSITY   (United Kingdom)

^c CENTRE FOR ECOLOGY AND HYDROLOGY   (United Kingdom)

Author keywords

Bed shear stress; eddy viscosity; flood; flow resistance; meander; numerical model; vegetation

Indexed keywords

BED SHEAR STRESSS; EDDY VISCOSITY; FLOW RESISTANCE; MEANDER; NUMERICAL MODELS;

BANKS (BODIES OF WATER); DOPPLER EFFECT; DRAG; FLUID DYNAMICS; NUMERICAL METHODS; SHEAR STRESS; STRENGTH OF MATERIALS; VEGETATION; VISCOSITY;

RIVERS;

ACOUSTIC DOPPLER CURRENT PROFILER; EDDY; FLOODPLAIN; FLOW VELOCITY; HYDRODYNAMICS; MEANDER; NUMERICAL MODEL; SHEAR STRESS; VEGETATION COVER; VISCOSITY;

BLACKWATER RIVER [ESSEX]; ENGLAND; ESSEX [ENGLAND]; HAMPSHIRE; UNITED KINGDOM;

EID: 78650444978     PISSN: 00221686     EISSN: None     Source Type: Journal    
DOI: 10.1080/00221686.2010.531101     Document Type: Article

References (27)

1. Batchelor, G.K. (1974). An introduction to fluid dynamics. Cambridge University Press, Cambridge, UK.
2. Bates, P.D., De Roo, A.P.J. (2000). A simple raster-based model for flood inundation simulation. J. Hydrology 236, 54-77.
3. Bates, P.D., Stewart, M.D., Siggers, G.B., Smith, C.N., Hervourt, J.M., Sellin, R.H.J. (1998). Internal and external validation of a two dimensional finite element model for river flood simulation. Proc. Institution of Civil Engineers. Water, Maritime and Energy 130, 127-141.
4. Fischer-Antze, T., Stoesser, T., Bates, P.D., Olsen, N.R.B. (2001). 3D numerical modelling of open-channel flow with submerged vegetation. J. Hydraulic Res. 39(3), 303-310.
5. Gunawan, B., Sun, X., Sterling, M., Knight, D.W., Shiono, K., Chandler, J.H., Rameshwaran, P., Wright, N.G., Sellin, R.H.J., Tang, X., Fujita, I. (2008). An integrated and novel approach to estimate the conveyance capacity of the River Blackwater. Proc. 8th Int. Conf, Hydro-Science and Engineering, Nagoya, Japan (CD-ROM).
6. Hervouet, J.-M. (2000). A high resolution 2D dam-break model using parallelization. Hydrological Processes 14, 2211-2230.
7. Hervouet, J.-M. (2007). Hydrodynamics of free surface flows: Modelling with the Finite Element Method.Wiley, New York.
8. Hervouet, J.-M., Van Haren, L. (1996). Recent advances in numerical methods for fluid flows. Floodplain processes 183-214, M.G. Anderson, D.E. Walling, P.D. Bates, eds. Wiley, Chichester, UK.
9. Horritt, M.S., Bates, P.D. (2002). Evaluation of 1D and 2D numerical models for predicting river flood inundation. J. Hydrology 268, 87-99.
10. Hunter, N.M., Bates, P.D., Neelz, S., Pender, G., Villanueva, I., Wright, N.G., Liang, D., Falconer, R.A., Lin, B., Waller, S., Crossley, A.J., Mason, D.C. (2008). Benchmarking 2D hydraulic models for urban flooding. Proc. Institution of Civil Engineers Water Management, 161(1), 13-30.
11. James, C.S., Goldbeck, U.K., Patini, A., Jordanova, A.A. (2008). Influence of foliage on flow resistance of emergent vegetation. J. Hydraulic Res. 46(4), 536-542.
12. Lane, S.N., Richards, K.S. (1998). High resolution, two-dimensional spatial modelling of flow processes in a multi-thread channel. Hydrological Processes 12, 1279-1298.
13. Mason, D.C., Cobby, D.M., Horritt, M.S., Bates, P.D. (2003). Floodplain friction parameterization in two-dimensional river flood models using vegetation heights derived from airborne scanning laser altimetry. Hydrological Processes 17, 1711-1732.
14. Nepf,H.M. (1999). Drag, turbulence, and diffusion in flowthrough emergent vegetation. Water Resources Res. 35(2), 479-489.
15. Nicholas, A.P., McLelland, S.J. (2004). Computational Fluid Dynamics modelling of three-dimensional processes on natural floodplains. J. Hydraulic Res. 42(2), 131-143.
16. Rameshwaran, P., Shiono, K. (2003). Computer modelling of two-stage meandering channel flows. Proc. Institution of Civil Engineers Water & Maritime Eng., 156(4), 325-339.
17. Rameshwaran, P., Shiono, K. (2007). Quasi two-dimensional model for straight overbank flows through emergent vegetation on floodplains. J. Hydraulic Res. 45(3), 302-315.
18. Rameshwaran, P., Sun, X., Shiono, K., Chandler, J.H., Sellin, R.H.J. (2008). The modelling of compound channel flow: Physical model of River Blackwater. RiverFlow 2008, Izmir TR, 555-564.
19. Rastogi, A.K., Rodi, W. (1978). Predictions of heat and mass transfer in open channel. J. Hydraulics Div. ASCE 104(HY3). 397-420.
20. Sellin, R.H.J., van Beesten, D.P. (2004). Conveyance of a managed vegetated two-stage river channel. Proc. Institution of Civil Engineers Water Management, 157(1), 21-33.
21. Shimizu, Y., Tsujimoto, T. (1994). Numerical analysis of turbulent open channel flow over a vegetation layer using a k-1 turbulence model. J. Hydrosci. Hydraulic Engng. 11(2), 57-67.
22. Shiono, K., Chan, T.L., Spooner, J., Rameshwaran, P., Chandler, J.H. (2009). The effect of floodplain roughness on flow structures, bedforms and sediment transport rates in meandering channels with overbank flows. J. Hydraulic Res. 47(1), 20-28.
23. Stoesser, T., Wilson, C.A.M.E., Bates, P.D., Dittrich, A. (2003). Application of a 3D numerical model to a river with vegetate d floodplains. J. Hydroinformatics 5, 99-112.
24. Vionnet, C.A., Tassi, P.A., Martin Vide, J.P. (2004). Estimates of flow resistance and eddy viscosity coefficients for 2D modelling on vegetated floodplains. Hydrological Processes 18(15), 2907-2926.
25. Wilson, C.A.M.E., Hoyt, J., Schnauder, I. (2008). Impact of foliage on the drag force of vegetation in aquatic flows. J. Hydraulic Engng. 134(7), 885-891.
26. Wilson, C.A.M.E., Yagci, O., Rauch, H.P., Olsen, N.R.B. (2006). 3D numerical modelling of a willow vegetated river/floodplain system. J. Hydrology 327, 13-21.
27. Zhang, M.L., Li, C.W., Shen, Y.M. (2010). A 3D non-linear k-1 turbulent model for prediction of flow and mass transport in channel with vegetation. Applied Math. Modelling 34, 1021-1031.