One-dimensional numerical simulation of non-uniform sediment transport under unsteady flows

International Journal of Sediment Research

Volumn 23, Issue 4, 2008, Pages 316-328

  FANG, Hongwei ^a   CHEN, Minghong ^b   CHEN, Qianhai ^c  

^a TSINGHUA UNIVERSITY   (China)

^b CHINA AGRICULTURAL UNIVERSITY   (China)

^c Wuhan Digital   (China)

Author keywords

Adaptation length; One dimensional numerical model; Recovery coefficient; Sediment transport capacity; Unsteady flow

Indexed keywords

EID: 59849106107     PISSN: 10016279     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1001-6279(09)60003-2     Document Type: Article

References (24)

1. Armanini A., and Di Silvio G. A one-dimensional model for the transport of a sediment mixture in non-equilibrium conditions. Journal of Hydraulic Research, IAHR 26 3 (1988) 275-292
2. Bell S.G., and Sutherland A.J. Non-equilibrium bed load transport by steady flows. Journal of Hydraulic Engineering, ASCE 109 3 (1983) 353-367
3. Cao R.X. Study on sediment transport capacity for sediment-laden flow with high silt concentration. Water Resource and Hydropower Engineering 5 (1979) 55-61 (in Chinese).
4. Chang H.H. Mathematical model for erodible channels. Journal of Hydraulic Engineering, ASCE 108 5 (1982) 678-689
5. Chen Q.H., Fang H.W., and Wang G.Q. 1-D numerical simulation of unsteady flow and non-uniform sediment transport at the Sanmenxia reservoir in the Yellow River. Advances in water science 15 2 (2004) 160-164
6. Chien N., and Wan Z.H. Sediment Transport Mechanics (1988), Chinese Science Press (in Chinese).
7. Cunge J.A., Holly Jr. F.M., and Verwey A. Practical Aspects Computational River Hydraulics (1980), Pitman Publishing Inc., Boston, MA, USA
8. Einstein H.A. Formula for the transportation of bed load. Trans. ASCE 107 (1942) 561-597
9. Engelund F., and Fredsoe J. A monograph on sediment transport in alluvial streams (1976), Teknisk Verlag, Copenhagen, Denmark
10. Fei X.J. A model for calculation viscosity of sediment carrying flow in the middle and lower Yellow River. Journal of Sediment Research 2 (1991) 1-13 (in Chinese).
11. Han Q. W. 1980, A study on the non-equilibrium transportation of suspended load. Proc., the First International Symposium on River Sedimentation, Beijing, China.
12. Meyer-Peter E. and Muller R. 1948, Formulas for bed-load transport. Report on Second Meeting of IAHR, Stockholm, Sweden, pp. 39-64.
13. Phillips B.C., and Sutherland A.J. Spatial lag effects in bed load sediment transport. Journal Hydraulic Research 27 1 (1989) 115-133
14. Qin W.K., Fu R.S., and Han Q.W. Research of adverse slope density current. Journal of Hydrodynamics ser. A 10 6 (1995) 637-647 (in Chinese).
15. Rahuel J.L., Holly Chollet J.P., Belleudy P.J., and Yang G. Modeling of riverbed evolution for bedload sediment mixtures. Journal of Hydraulic Engineering, ASCE 115 11 (1989) 1521-1542
16. Thomas W.A. Chapter 18: Mathematical modeling of sediment movement. In: Hey R.D., et al. (Ed). Gravel-bed Rivers (1982), John Wiley an Sons, Ltd., New York, USA
17. van Niekerk A., Vogel K.R., Slingerland R.L., and Bridge J.S. Routing of heterogeneous sediments over movable bed: Model development. Journal of Hydraulic Engineering, ASCE 118 2 (1992) 246-262
18. van Rijn L.C. Sediment transport, Part I: bed load transport. Journal of Hydraulics Division, ASCE 110 10 (1984) 1431-1456
19. Wu W. Depth-averaged 2-D numerical modeling of unsteady flow and non-uniform sediment transport in open channels. Journal of Hydraulic Engineering, ASCE 130 10 (2004) 1013-1024
20. Wu W., Vieira D.A., and Wang S.S.Y. One-dimensional numerical model for non-uniform sediment transport under unsteady flows in channel networks. Journal of Hydraulic Engineering, ASCE 130 9 (2004) 914-923
21. Yalin M.S. Mechanics of sediment transport (1972), Pergamon Press 290
22. Zhang R.J. River Dynamics (1961), China Industry Press, Beijing (in Chinese).
23. Zhang R.J., and Xie J.H. Sedimentation Research in China-Systematic Selections (1993), China Water and Power Press, Beijing
24. Zhang D.R., and Liang Z.Y. Experimental research for effects on flocculation taken by non-uniform fine particle. Journal of Nanjing Hydraulic Research Institute 2 1 (1994) 11-17 (in Chinese).