Predicting the occurrence of dunes under supply limited conditions

River, Coastal and Estuarine Morphodynamics: RCEM 2007 - Proceedings of the 5th IAHR Symposium on River, Coastal and Estuarine Morphodynamics

Volumn 1, Issue , 2008, Pages 633-639

  Tuijnder, A P ^a   Ribberink, J S ^a   Hulscher, S J M H ^a  

^a UNIVERSITY OF TWENTE   (Netherlands)

Author keywords

[No Author keywords available]

Indexed keywords

BED FORMS; BED SEDIMENTS; EROSION RESISTANT; GERMANY; GRAIN SIZE; RIVER BED; RIVER EROSION; SEDIMENT TRANSPORT RATE;

ANOXIC SEDIMENTS; EROSION; ESTUARIES; RIVERS; SEDIMENT TRANSPORT; SEDIMENTOLOGY;

EXPERIMENTS;

EID: 84858133566     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (15)

1. Blom, A., J. Ribberink, and H. de Vriend (2003). Vertical sorting in bedforms: Flume experiments with natural and trimodal sediment mixture. Water Resources Research 39(2).
2. Carling, P., K. Richardson, and H. Ikeda (2005). A flume experiment on the development of subaqueous fine-gravel dunes from a lower-stage plane bed. Journal of geophysical research 110(F04S05, doi:10.1029/2004JF000205).
3. Dietrich,W., J. Kirchner, H. Ikeda, and F. Iseya (1989). Sediment supply and the development of the coarse surface layer in gravel-bedded rivers. Nature 340, 215-217. (Pubitemid 19306958)
4. Kleinhans, M., A. Wilbers, A. Swaaf, and J. Van den Berg (2002, september). Sediment supply limited bedforms in sand gravel bed rivers. Journal of sedimentary research 72(5).
5. Kuhnle, R., J. Horton, S. Bennett, and J. Best (2006). Bed forms in bimodal sand-gravel sediments: laboratory and field analysis. Sedimentology 53, 631-654. (Pubitemid 43740808)
6. Livesey, J., S. Bennett, P. Ashworth, and J. Best (1998). Flow, sediment transport and bedform dynamics in a bimodal sediment mixture. In P. Klingeman, R. Beschta, P. Komar, and J. Bradley (Eds.), Gravel-Bed Rivers in the Environment, Highlands Ranch, CO, USA, pp. 149-176. Water Research Publication.
7. McLelland, S., P. J. Ashworth, J. Best, and Livesey, J.R. (1999, May). Turbulence and secondary flow over sediment stripes in weakly bimodal bed material. Journal of hydraulic engineering 125(5), 463-473. (Pubitemid 29400979)
8. Pender, G. and A. Shvidchenko (1999). The observation of bedload sheets in laboratory experiments. Proceedings Gravel bed rivers conference Graz 1999.
9. Southard, J. and L. Boguchwal (1990). Bed configuration in steady unidirectional water flows. part 2. synthesis of flume data. Journal of Sedimentary Petrology 60, 658-679.
10. Van den Berg, J. H. andA.Van Gelder (1993).Anewbedform stability diagram, with emphasis on the transition of ripples to plane bed in flows over fine sand and silt. Special Publication 17, Int. Assoc. of Sedimentol. Santa Barbara, Calif.
11. Van der Zwaard, J. (1974). Roughness aspects of sand transport over a fixed bed. Number 118 in Publicaties Waterloopkundig Laboratorium. Delft Hydraulics laboratory.
12. Van der Zwaard, J. (197a). Ruwheidsonderzoek waal -invloed van bodemtransport op de ruwheid van een vaste laag - tekst, tekeningen en bijlagen. verslag modelonderzoek M 988 deel I, WL-Delft Hydraulics.
13. Van der Zwaard, J. (1974b). Ruwheidsonderzoek waal -invloed van bodemtransport op de ruwheid van een vaste laag - tabellen en foto. verslag modelonderzoek M 988 deel II, WL-Delft Hydraulics.
14. Vanoni, V. and N. Brooks (1957). Laboratory studies of the roughness and suspended load of alluvial streams. Report E-68, Sedimentation Laboratory, California Institute of Technology, Pasadena.
15. Wilcock, P. R. and J. C. Crowe (2003). Surface-based transport model for mixed-size sediment. Journal of Hydraulic Engineering 129(2), 120-128. (Pubitemid 36261232)