Experimental and numerical modelling of sedimentation in a rectangular shallow basin

International Journal of Sediment Research

Volumn 23, Issue 3, 2008, Pages 212-232

  KANTOUSH, Sameh A ^a   BOLLAERT, Erik ^a   SCHLEISS, Anton J ^a  

^a EPFL   (Switzerland)

Author keywords

Numerical simulations; Reservoir geometry influence; Scaled physical modelling; Shallow reservoir sedimentation and morphology; Suspended sediment

Indexed keywords

EID: 59849090179     PISSN: 10016279     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1001-6279(08)60020-7     Document Type: Article

References (41)

1. Adrian R.J. Particle-imaging techniques for experimental fluid mechanics. Annu. Re. Fluid Mech. 23 (1991) 261-304
2. Balachandar R., Ramachandran S., and Tachie M.F. Characteristics of shallow turblent near wakes at low Reynolds numbers. Journal of Fluids Engineering 122 (2000) 302-308
3. Balachandar R., and Tachie M.F. A study of boundary layer-wake interaction in shallow water layer. Fluid Dynamics Research 16 (2001) 511-521
4. Booij R. 1986, Metingen van uitwisselingen tussen haven en rivier. (in Dutch). Rep. 9-86, section Hydr. Engrg. Dep. Civil Engrg., Delft Univ. of Technology
5. Booij R. Measurements and large eddy simulations of the flows in some curved flumes. Journal of turbulence 4 (2003) 008 (March 2003)
6. Brune G.M. Trap efficiency of reservoirs. Trans. Am. Geoph. Union 34 3 (1953)
7. Brown C.B. Sediment transportation. In: Rouse H. (Ed). Engineering hydraulics (1958), Wiley, New York
8. Chen D., and Jirka G.H. Experimental study of boundary layer-wake interaction in shallow water layer. Fluid Dynamics Research 16 (1995) 11-41
9. Chen D., and Jirka G.H. Absolute and convective instabilities of plane turbulent wakes in a shallow water layer. Journal of Fluid Mechanics 338 (1997) 157-172
10. Chu V.H., and Babarutsi S. Confinement and bed-friction effects in shallow turbulent mixing layer. Journal of Hydraulic Engineering 114 (1988) 1257-1274
11. Churchill M. A. 1948, Discussion of analysis and use of reservoir sedimentation data by L.C. Gottchalk, Proc. of Federal Inter-Agency Sedimentation Conference, Washington DC., pp. 139-140
12. Dyer K.R., and Soulsby R.L. Sand transport on the continental shelf. Ann. Rev. Fluid Mech. 20 (1988) 295-324
13. Emttea R., Fujita I., Muste M., and Krufer A. Particle image velocimetry for whole field measurement of ice velocities. Cold Regions Science and Technology 26 (1997) 97-112
14. Fujita I., Muste M., and Kruger A. Large scale particle image Velocimetry for flow analysis in hydraulic engineering applications. Journal of hydraulic Research 36 (1998) 397-414
15. Garbrecht J., Kuhnle R., and Alonso C. A sediment transport capacity formulation for application to large channel networks. Journal of Soil and Water Conservation 50 5 (1995) 527-529
16. Graf W.H. The hydraulics of reservoir sedimentation. Int. Water Power and Dam Construction 35 4 (1983) 45-52
17. Heineman H.G. Sediment distribution in small flood retarding reservoirs in the Missouri Basin Loess Hills (1961), Agricultural Research Service 41-44
18. Jia Y., and Wang S.S.Y. Numerical model for channel flow and morphological change studies. Journal of Hydraulic. Eng. 125 9 (1999) 924-933
19. Jia Y. and Wang S. S. Y. 2001, CCHE2D: Two-dimensional Hydrodynamic and Sediment Transport Model for Unsteady Open Channel Flows Over Loose Bed. Technical Report No. NCCHE-TR-2001-1, National Center for Computational Hydroscience and Engineering, The University of Mississippi, USA
20. Kantoush S. A., Bollaert E. F. R., Boillat J.-L., and Schleiss A. J. 2005, Suspended load transport in shallow reservoirs. Final Proc. XXXI IAHR Congress. Korea Water Resources Association, Seoul, South Korea, pp. 1787-1799
21. Kobus H. Hydraulic Modeling (1980), Pitman, Boston, Mass
22. Lai J.S., and Shen H.W. Flushing sediment through reservoirs. Journal of Hydraulic Research 34 2 (1996) 225-237
23. Langendoen E. J. 2001, Evaluation of the effectiveness of selected computer models of depth-average free surface flow and sediment transport to predict the effects of hydraulic structures on river morphology. Rep., prepared for WES Vicksburg, National Sedimentation Laboratory, Agricultural Research Service, U. S. Department of Agriculture, Vicksburg, Miss
24. Laursen E. The total sediment load of streams. Journal of Hydraulic Div., Am. Soc. Civ. Eng. 54 1 (1958) 1-36
25. Metflow. 2002, UVP Monitor Model UVP-DUO- Users guide. July 2002, Metflow SA, Lausanne, Switzerland
26. nd meeting of IAHR, Stockholm, Sweden, pp. 39-64
27. Proffit G.T., and Sutherland A.J. Transport of non-uniform sediment. Journal of Hydraulic Research 21 (1983) 33-43
28. Sloff C. J., Jagers H. R. A., and Kitamura Y. 2004, Study on the channel development in a wide reservoir. Proc. of River Flow, Napoli, Italy, pp. 811-819
29. Stoker J. J. 1957, Water waves. The mathematical theory with applications
30. Uijttewaal W.S.J., Lehmann D., and Mazijk A.v. Exchange processes between a river and its groyne fields: Model experiments. J. Hydr. Engrg. 127 11 (2001) 928-936
31. van Rijn L.C. Sediment transport, part I: bed load transport. Journal of Hydraulic Eng., ASCE 110 HY10 (1984) 1431-1456
32. van Rijn L.C. Sediment transport, part III: bed forms and alluvial roughness. Journal of Hydraulic Engineering, ASCE 110 HY12 (1984) 1733-1754
33. van Rijn L. C. 1987, Mathematical modeling of morphological processes in the case of suspended sediment transport. Delft Hydraulics Communication No. 382, Delft Hydraulics Laboratory, Delft, The Netherlands, 208
34. Weitbrecht V., Kühn G., and Jirka G.H. Large scale PIV-measurements at the surface of shallow water flows. Flow Meas. and Instr 13 (2002) 237-245
35. Wu W. 1991, The Study and Application of 1-D, Horizontal 2-D and Their Nesting Mathematical Models for Sediment Transport. PhD., Dissertation, Wuhan University of of Hydraulic and Electric Engineering, China
36. Wu W. 1989, Hydraulic properties of reservoir desilting. Proc. 23rd IAHR Congress, Ottawa, Canada
37. Wu W., Rodi W., and Wenka Th. 3D numerical modeling of flow and sediment transport in open channels. Journal of Hydraulic Engineering, ASCE 126 1 (2000) 4-15
38. Wu W. 2001, CCHE2D Sediment Transport Model (Version 2.1), Tech. Rep. No. NCCHE-TR-2001-3, National Center for Computational Hydroscience and Engineering, Univ. of Mississippi, Ole Miss, Oxford, Miss
39. Wu W. and Vieira D. A. 2000, One-dimensional channel network model CCHE1D 2.0 Technical manual. Technical Report No. NCCHE-TR-2000-1, National Centre for Computational Hydroscience and Engineering, The University of Mississippi
40. Yalin M.S. Theory of Hydraulic Models (1970), Macmillan, London
41. Yang C.T. Incipient motion and sediment transport. Journal of Hydraulic Div., Am. Soc. Civ. Eng. 99 10 (1973) 1679-1704