Initial motion of streambeds composed of coarse uniform sediments

Proceedings of the Institution of Civil Engineers: Water and Maritime Engineering

Volumn 142, Issue 4, 2000, Pages 217-227

  Shvidchenko, A B ^a   Pender, G ^b  

^a UNIVERSITY OF GLASGOW   (United Kingdom)

^b HERIOT WATT UNIVERSITY   (United Kingdom)

Author keywords

Sea defences; Water supply

Indexed keywords

COMPUTATIONAL FLUID DYNAMICS; EROSION; GRAIN SIZE AND SHAPE; REYNOLDS NUMBER; RIVER CONTROL; SCOUR; SEDIMENTS; SHEAR STRESS; TURBULENT FLOW; VISCOSITY;

BED SEDIMENT MOTION; COARSE UNIFORM SEDIMENTS;

WATER SUPPLY;

EXPERIMENTAL STUDY; RIVER; SEDIMENT TRANSPORT;

EID: 0034319112     PISSN: 14724561     EISSN: None     Source Type: Journal    
DOI: 10.1680/wame.2000.142.4.217     Document Type: Article

References (20)

1. SHIELDS A. Anwendung der Ahnlichkeitsmechankik und der Turbulentzforschung auf die Geshiebebewegung. Mitteilungen der Preussischen Versuchsanstalt für Wasserbau und Schiffbau, Berlin, 1936, 26, 36 pp.
2. BUFFINGTON J. M. and MONTGOMERY D. R. A systematic analysis of eight decades of incipient motion studies, with special reference to gravel-bedded rivers. Water Resources Research, 1997, 33, 1993-2029.
3. MILLER M. C., MCCAVE I. N. and KOMAR P. D. Threshold of sediment motion under unidirectional currents. Sedimentology, 1977, 24, 507-527.
4. SHVIDCHENKO A. and PENDER G. Flume study of the effect of relative depth on the incipient motion of coarse uniform sediments. Water Resources Research, 2000, 36, 619-628.
5. GRASS A. J. Initial instability of fine bed sand. Journal of the Hydraulics Division, ASCE, 1970, 96, No. HY3, 619-632.
6. NEILL C. R. and YALIN M. S. Quantitative definition of beginning of bed movement. Journal of the Hydraulics Division, ASCE, 1969, 95, No. HY1, 585-588.
7. PARKER G., KLINGEMAN P. C. and MCLEAN D. G. Bedload and size distribution in paved gravel-bed streams. Journal of the Hydraulics Division, ASCE, 1982, 108, No. HY4, 544-571.
8. RIJN L. C. Sediment Transport by Currents and Waves (handbook). Delft Hydraulics, the Netherlands, Report H 461, 1989.
9. KRAMER H. Sand mixtures and sand movement in fluvial models. Transactions of the American Society of Civil Engineers, 1935, 100, 798-878.
10. SILBERMAN E., CARTER R. W., EINSTEIN H. A., HINDS J. and POWELL R. W. Friction factor in open channels. Journal of the Hydraulics Division, ASCE, 1963, 89, No. HY2, 97-143.
11. CASEY H. J. Uber Geschiebebewegung. Mitteilungen der Preussischen Versuchsanstalt für Wasserbau und Schiffbau, Berlin, 1935, 19, 86 pp.
12. BOGARDI J. and YEN C. H. Traction of Pebbles by Flowing Water. PhD dissertation, State University of Iowa, 1939.
13. Ho P.-Y. Abhangigkeit der Geschiebebewegung von der Kornform und der Temperature. Mitteilungen der Preussischen Versuchsanstalt für Wasserbau und Schiffbau, Berlin, 1939, 37, 43 pp.
14. PAINTAL A. S. Concept of critical shear stress in loose boundary open channels. Journal of Hydraulic Research, 1971, 9, 91-113.
15. TAYLOR B. D. and VANONI V. A. Temperature effects in low-transport, flat-bed flows. Journal of the Hydraulics Division, ASCE, 1972, 98, No. HY8, 1427-1445.
16. IKEDA H. Experiments on Bedload Transport, Bed Forms, and Sedimentary Structures Using Fine Gravel in the 4-meter-wide Flume. Report of the Environmental Research Center, University of Tsukuba, No. 2, Tokyo, 1983.
17. BATHURST J. C., CAO H. H. and GRAF W. H. Hydraulics and Sediment Transport in a Steep Flume: Data from the EPFL Study. Report of the Institute of Hydrology, Wallingford, 1984.
18. GRAF W. H. and SUSZKA L. Sediment transport in steep channels. Journal of Hydroscience and Hydraulic Engineering, Japan Society of Civil Engineers, 1987, 5, No. 1, 11-26.
19. NEZU I. and NAKAGAWA H. Turbulence in Open-Channel Flows. A. A. Balkema, Rotterdam, 1993.
20. ALLAN A. F. and FROSTICK L. Framework dilation, winnowing, and matrix particle size: the behavior of some sand-gravel mixtures in a laboratory flume. Journal of Sedimentary Reserach, 1999, 69, No. 1, 21-26.