A parameterization for flow separation in a river dune development model

River, Coastal and Estuarine Morphodynamics: RCEM 2005 - Proceedings of the 4th IAHR Symposium on River, Coastal and Estuarine Morphodynamics

Volumn 2, Issue , 2006, Pages 883-895

  Paarlberg, A J ^a   Dohmen Janssen, C M ^a   Hulscher, S J M H ^a   Termes, A P P ^b  

^a UNIVERSITY OF TWENTE   (Netherlands)

^b HKV CONSULTANTS   (Netherlands)

Author keywords

[No Author keywords available]

Indexed keywords

BED FORMS; BED-LEVEL; DEVELOPMENT MODEL; EDDY VISCOSITY; FLOW COMPUTATION; FLOW CONDITION; GENTLE SLOPES; MODEL-BASED OPC; SEPARATION POINTS; SHALLOW WATER EQUATIONS; UPPER BOUNDARY;

EQUATIONS OF MOTION; ESTUARIES; FLOW SEPARATION; RIVERS;

PARAMETERIZATION;

EID: 84857005152     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (40)

1. Allen, J. R. L. (1976). Computational models for dune time-lag: general ideas, difficulties and early results. Sedimentary Geology 15, 1-53.
2. Bennett, S. J. and J. L. Best (1995). Mean flow and turbulence structure over fixed, two-dimensional dunes: implications for sediment transport and bedform stability. Sedimentology 42(3), 491-513.
3. Besio, G., P. Blondeaux, and P. Frisina (2003). A note on tidally generated sand waves. Journal of Fluid Mechanics 485, 171-190. (Pubitemid 36861919)
4. Blom, A. and G. Parker (2004). Vertical sorting and the morphodynamics of bed form-dominated rivers: A modeling framework. Journal of Geophysical Research 109(F02007). 15 pp.
5. Buckles, J., T. J. Hanratty, and R. J. Adrian (1984). Turbulent flow over large-amplitude wavy surfaces. Journal of Fluid Mechanics 140, 27-44. (Pubitemid 14562904)
6. Chang, P. K. (1970). Separation of flow. Oxford: Pergamon Press.
7. Fredsøe, J. (1979). Unsteady flow in straight alluvial streams: modification of individual dunes. Journal of Fluid Mechanics 91, part 3, 497-512. (Pubitemid 9441817)
8. Hulscher, S. J. M. H. (1996). Tidal-induced large-scale regular bed form patterns in a three-dimensional shallow water model. Journal of Geophysical Research 101, 20727-20744.
9. Jansen, P. P., L.Van Bendegom, J.Van den Berg, M. DeVries, and A. Zanen (1994). Principles of river engineering, the non-tidal alluvial river. Delfste Uitgevers Maatschappij.
10. Julien, P. Y. and G. J. Klaassen (1995). Sand-dune geometry of large rivers during floods. Journal of Hydraulic Engineering 121(9), 657-663. (Pubitemid 26467861)
11. Julien, P. Y., G. J. Klaassen, W. B. M. Ten Brinke, and A. W. E. Wilbers (2002). Case Study: Bed resistance of Rhine River during 1998 flood. Journal of Hydraulic Engineering 128(12), 1042-1050. (Pubitemid 36053260)
12. Kennedy, J. F. (1969). The formation of sediment ripples, dunes and antidunes. Ann. Rev. Fluid Mech. 1, 147-168.
13. Komarova, N. L. and S. J. M. H. Hulscher (2000). Linear instability mechanics for sand wave formation. J. of Fluid Mechanics 413, 219-246.
14. Kornman, B. A. (1995). The effect of changes in the lee shape of dunes on the flow field, turbulence and hydraulic roughness. Report on measurements R 95-1, University of Utrecht, Utrecht, The Netherlands.
15. Kroy, K., G. Sauermann, and H. J. Herrmann (2002). Minimal model for aeolian sand dunes. Physical Review E 66(3).
16. Leliavsky, S. (1955). An Introduction to fluvial hydraulics. London: Constable.
17. McLean, S. R. and J. D. Smith (1986). A model for flow over two-dimensional bed forms. Journal of Hydraulic Engineering 112(4), 300-317.
18. McLean, S. R., S. R.Wolfe, and J. M. Nelson (1999). Spatially averaged flow over a wavy boundary revisited. Journal of Geophysical Research 104(C7), 15, 743-15, 753.
19. Nakagawa, H. and I. Nezu (1987). Experimental investigation on turbulent structure of backward-facing step flow in an open channel. Journal of Hydraulic Research 25, 67-88.
20. Nelson, J. M., S. R. McLean, and S. R.Wolfe (1993). Mean flow and turbulence fields over 2-dimensional bed forms. Water Resources Research 29(12), 3935-3953.
21. Nelson, J. M. and J. D. Smith (1989). Mechanics of flow over ripples and dunes. Journal of Geophysical Research 94(C6), 8146-8162.
22. Németh, A. A. (2003). Modelling offshore sand waves. Ph. D. thesis, University of Twente, Enschede, The Netherlands.
23. Németh, A. A., S. J. M. H. Hulscher, and H. J. De Vriend (2002). Modelling sand wave migration in shallow shelf seas. Continental Shelf Research 22, 2795-2806. (Pubitemid 36524496)
24. Niño, Y., A. Atala, M. Barahona, and D. Aracena (2002). Discrete particle model for analyzing bedform development. Journal of Hydraulic Engineering 128(4), 381-389. (Pubitemid 34439804)
25. Onda, S. and T. Hosoda (2004). Numerical simulation on development process of dunes and flow resistance. In M. Greco, A. Carravetta, and R. Della Morte (Eds.), Proceedings of River Flow 2004, Napoli, Italy, Volume 1, pp. 245-252. Frederico II University of Napoli: Balkema publishers, Leiden, the Netherlands.
26. Parsons, D. R., I. J.Walker, and G. F. S.Wiggs (2004). Numerical modelling of flow structures over idealized transverse aeolian dunes of varying geometry. Geomorphology 59, 149-164. (Pubitemid 38423388)
27. Raudkivi, A. J. (1963). Study of sediment ripple formation. Journal of the Hydraulics Division 89(6), 15-33.
28. Soulsby, R. L. (1990). Tidal-current boundary layers. In: The Sea, Vol. 9. Ocean Engineering Science, B. Le Mehaute and D. Hanes (eds.), pp. 523-566.
29. Stansby, P. K. and J. G. Zhou (1998). Shallow water flow solver with non-hydrostatic pressure: 2D vertical plane problems. International Journal of Numerical Methods in Fluids 28, 541-563. (Pubitemid 29020738)
30. Ten Brinke, W. B. M., A. W. E. Wilbers, and C. Wesseling (1999). Dune growth, decay and migration rates during a large-magnitude flood at a sand and mixed sand-gravel bed in the Dutch Rhine river system. Spec. Pub., Int.Assoc. Sediment. 28, 15-32.
31. Termes, A. P. P. (1984). Water movement over a horizontal bed and solitary sand dune. Rep. No. R/1984/H/8, Delft Univ. Tech., Delft, The Netherlands.
32. Van Damme, R. and J.Van den Berg (2005). Linear analysis - steady flows. EWI, University of Twente (pers. comm.).
33. Van den Berg, J. and R. Van Damme (2005). Sand wave simulation on large domains. In G. Parker (Ed.), Proceedings of the 4th conference on River, Coastal and Estuarine Morphodynamics.
34. Van der Mark, C. F., A. Blom, S. J. M. H. Hulscher, S. F. Leclair, and D. Mohrig (2005). On modeling the variability of bedform dimensions. In G. Parker (Ed.), Proceedings of the 4th conference on River, Coastal and Estuarine Morphodynamics.
35. Van Mierlo, M. C. L. M. and J. C. C. De Ruiter (1988). Turbulence measurements above artificial dunes; Report on measurements. Report Q789, WL | Delft Hydraulics, Delft, The Netherlands.
36. Van Rijn, L. C. (1984). Sediment transport, part III: Bed forms and alluvial roughness. Journal of Hydraulic Engineering 110(12), 1733-1754. (Pubitemid 16267551)
37. Vanoni, V. A. and L. S. Hwang (1967). Relation between bed forms and friction in streams. Journal of the Hydraulic Division 93, 121-144.
38. Wijbenga, J. H. A. and A. R.Van Nes (1986). Flow resistance and bedform dimensions for varying flow conditions; results of flume experiments with flood waves. TOW rivieren R 567 - XXV/M 1314 part XIII, WL | Delft Hydraulics, Delft, The Netherlands.
39. Wilbers, A. (2004). The development and hydraulic roughness of river dunes. Ph. D. thesis, University of Utrecht, Utrecht, The Netherlands.
40. Yoon, J. Y. and V. C. Patel (1996). Numerical model of turbulent flow over sand dune. Journal of Hydraulic Engineering 122(1), 10-18. (Pubitemid 27313179)