Numerical modeling of suspended sediment transport in channel bends

Journal of Hydrodynamics

Volumn 18, Issue 4, 2006, Pages 411-417

  Huang, Sui Liang ^a   Jia, Y F ^b   Wang, Sam S Y ^b  

^a NANKAI UNIVERSITY   (China)

^b The University of Mississippi   (United States)

Author keywords

2D numerical model; Algorithm; Bends; Dispersion terms; Suspended sediment transport

Indexed keywords

ALGORITHMS; CHANNEL FLOW; PIPELINE BENDS; SUSPENSIONS (FLUIDS); THREE DIMENSIONAL; TWO DIMENSIONAL;

BENDS; CHANNEL MORPHODYNAMIC CHANGES; DEPTH AVERAGED NUMERICAL MODELS; DISPERSION TERMS; SUSPENDED SEDIMENT TRANSPORT; THREE DIMENSIONAL SEDIMENT TRANSPORT EFFECT;

SEDIMENT TRANSPORT;

EID: 33751103191     PISSN: 10016058     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1001-6058(06)60113-3     Document Type: Article

References (15)

1. KASSEM A. A. and CHAUDHRY M. H. Numerical modeling of bed evolution in channel bends[J]. Journal of Hydraulic Engineering, 2002, 128(5): 507-514.
2. JIA Y., WANG S. S. Y. and XU Y. C. Validation and application of a 2D model to channels with complex geometry[J]. International Journal of Computational Engineering Science, 2002, 3(1): 57-71.
3. SHAMS M., AHMADI G. and SMITH D. H. Computational modeling of flow and sediment transport and deposition in meandering rivers[J]. Advances in Water Resources, 2002, 25(6): 689-699.
4. The ASCE Task Committee on turbulence models in hydraulic computations. Turbulence modeling of surface water flow and transport: Part I[J]. Journal of Hydraulic Engineering, ASCE, 1988, 114(9): 970-991.
5. MOLLS T. and CHAUDHRY M. H. Depth-averaged open-channel flow model[J]. Journal of Hydraulic Engineering, 1995, 121(6): 453-465.
6. RAUDKIVI A. J. Loose boundary hydraulics[M]. Rotterdam, The Netherlands. A. A. Balkema, 1998.
7. XIE Jing-hong and DING Jun-song. Riverbed evolution and river engineering[M]. Beijing: Water Conservancy and Hydropower Press of China, (in Chinese)
8. ROZOVSKII I. L. Flow of water in bends of open[M]. Academy of Sciences of Ukrainian SSR, Kiev 1957. (in Russian)
9. CHIEN N. and WAN Z. H. Mechanics of sediment transport[M]. Reston, USA: ASCE Press, 1999.
10. WANG S. S. Y. and HU K. K. Improved methodology for formulating finite element hydrodynamic models, in finite elements in fluids[M]. T. Chung, edited, 1990, Vol.8.
11. WANG Sam S. Y. and JIA Y. F. CCHE2D: A two-dimensional hydrodynamic and sediment transport model for unsteady open channel flows over loose bed[R]. Technical report, The University of Mississippi, CCHE-TR-1997-1, 1997.
12. WU W. M. Depth-averaged two-dimensional numerical modeling of unsteady flow and nonuniform sediment transport in open channels[J]. Journal of Hydraulic Engineering, ASCE, 2004, 130(10): 1013-1024.
13. DE VRIEND D. J. Flow measurements in a curved rectangular channel[R]. Delft University of Technology, Internal Report No.9-79, 1979.
14. DA SILVA A. Turbulent flow in sine generated meandering channel[D]. Ph. D Thesis, Kingston, Ontario, Canada: Queen's University, 1995.
15. GHAMRY H. K. and STEFFLER P. M. Effect of applying different distribution shapes for velocities and pressure on simulation of curved open channels[J]. Journal of Hydraulic Engineering, 1999, 128(11): 969-982.