Variation of the critical shields number with slope;Variation du nombre de shields critique avec la pente

Houille Blanche

Volumn , Issue 5, 2008, Pages 59-63

  Recking, Alain ^a  

^a CEMAGREF   (France)

Author keywords

[No Author keywords available]

Indexed keywords

FLOW OF WATER; SEDIMENT TRANSPORT; SLOPE STABILITY; TURBULENT FLOW;

BEDLOAD; PREDICTION; SEDIMENT TRANSPORT; SLOPE; TURBULENT FLOW;

EID: 56849110190     PISSN: 00186368     EISSN: None     Source Type: Journal    
DOI: 10.1051/lhb:2008055     Document Type: Article

References (61)

1. AGUIRRE-PE J., FUENTES R. (1990) - Resistance to flow in steep rough streams. Journal of Hydraulic Engineering. 116, 11 1374-1387
2. AGUIRRE-PE J., FUENTES R. (1991) - Movement of big particles in steep, macro-rough streams. IAHR, editor. IAHR, Madrid. 151-158
3. ANDREWS E. D. (1983) - Entrainment of gravel from naturally sorted riverbed material. Geological Society of America Bulletin. 94, 10 1225-1231
4. ARMANINI A., GREGORETTI C. (2005) - Incipient sediment motion at high slopes in uniform flow condition. Water Resources Research. 41, W12431 1-8
5. ASHIDA K., BAYAZIT M. (1973) - Initiation of motion and roughness of flows in steep channels. in. IAHR, proceedings of the 15th congress, Istambul, Turkey. 475-484
6. BARRY J. J., BUFFINGTON J. M., KING J. G. (2004) - A general power equation for predicting bed load transport rates in gravel bed rivers. Water Resources Research. 40, W10401 1-22
7. BATHURST J. C. (1988) - Velocity profile in high-gradient, boulder-bed channels. IAHR, Proc Int. Conf. on Fluvial Hydraulics, Budapest, Hungary. 29-34
8. BATHURST J. C., GRAF W H., CAO H. H. (1982) - Initiation of sediment transport in steep channels with coarse bed material. Euromech 156 : Mechanics of sediment transport, Istanbul. 207-213
9. BERGERON N. E., CARBONNEAU P. (1999) - The effect of sediment concentration on bedload roughness. Hydrological Processes. 13 2593-2589
10. BUFFINGTON J. M., MONTGOMERY D. R. (1997) - A systematic analysis of eight decades of incipient motion studies, with special reference to gravel-bedded rivers. Water Resources Research. 33, 8 1993-2027
11. CALOMINO F., GAUDIO R., MIGLIO A. (2004) - Effect of Bed-Load Concentration on Friction Factor in Narrow Channels. River Flow ; IAHR, Napple, Italy. 279-285
12. CAMPBELL L., MCEWAN I., NIKORA V. I., POKRAJAC D., GALLAGHER M., MANES C. (2005) - Bed-Load Effects on Hydrodynamics of Rough-Bed Open-Channel Flows. Journal of Hydraulic Engineering. 131, 7 576-585
13. CAO H. H. (1985) - Resistance hydraulique d'un lit à gravier mobile à pente raide ; étude expérimentale. PhD thesis. Ecole Polytechnique Federale de Lausane, Lausanne.
14. CARBONNEAU P., BERGERON N. E. (2000) - The effect of bedload transport on mean and turbulent flow properties. Geomorphology. 35 267-278
15. CARLING P. A. (1983) - Threshold of coarse sediment transport in broad and narrow natural streams. Earth Surface Processes and Landforms. 8 1-18
16. CHIEW Y. M., PARKER G. (1994) - Incipient sediment motion on non horizontal slopes. Journal of Hydraulic Research. 32 649-660
17. CHRISTENSEN B. A. (1971) - Incipient motion on cohesion less channel banks. Pages Chapter 4. Sedimentation : symposium to honor Hans Albert einstein :1971.06.17-19, Berkeley, California. 1-22
18. DAY T. J. (1977) - Aspects of flow resistance in steep channels having coarse particle beds. Research in Fluvial Geomorphology, edited by R Davidson-Arnott and W.Nickling, Geo, Abstracts, Norwich, England. 45-48
19. FERRO V., BAIAMONTE G. (1994) - Flow velocity profiles in gravel-bed rivers. Journal of Hydraulic Engineering. 120, 1 60-80
20. FRANCA M. (2005) - A field study of turbulent flows in shallow gravel-bed rivers, PhD thesis no 3393. Ecole Polytechnique Fédérale de Lausanne.
21. GAO P., ABRAHAMS A. D. (2004) - Bedload transport resistance in rough open-channel flows. Earth Surface Processes and Landforms. 29 423-435
22. GESSLER J. (1971) - Beginning and ceasing of incipient motion. in River Mechanics, Fort Collins, Collorado, USA.
23. GILBERT G. K. (1914) - The Transportation of Debris by Running Water. US Geological Survey, Washington Government Printing Office.
24. GRAF W. H., SUSZKA L. (1987) - Sediment transport in steep channels. Journal of Hydrosciences and Hydraulic Engineering. 5, 1 11-26
25. IKEDA H. (1982) - Incipient motion of sand particles on side slopes. Journal of the Hydraulics Division. 108, HY1 95-114
26. JARRETT R. D. (1990) - Hydrologic and Hydraulic Research in Mountain Rivers. Water Resour. Bull. 26 419-429
27. KATUL G., WIBERG P., ALBERTSON J., HORNBERGER G. (2002) - A mixing layer theory for flow resistance in shallow streams. Water Resources Research. 38, 11 32-40
28. LAMB M. P., DIETRICH W. E., VENDITTI J.-G. (2008) - Is the critical Shields stress for incipient sediment motion slope dependent ?. JGR-Earth Surface, 113, FO 2008.
29. LENZI M., MAO L., COMITI F. (2006) - When does bed load transport begin in steep boulder -bed streams ?. Hydrological Processes. 20 3517-3533
30. MAHDAVI A., OMID M. (2004) - The effect of bed roughness on velocity profile in open channels. IAHR, editor. River Flow Conference, Napple, Italy. 295-300
31. MARCHAND J. P., JARRET R. D., JONES L. L. (1984) - Velocity profile, water-surface slope, and bed material size for selected streams in colorado. Open file report, No 84-773, US Geological Survey.
32. MAVIS F. T., LIU T., SOUCEK E. (1937) - The Transportation of Detritus by Flowing Water. II
33. MEYER-PETER E., MULLER R. (1948) - Formulas for Bed-Load Transport. Procedings 2d Meeting IAHR, Stockholm. 39-64
34. MILLER M. C., MCCAVE I. N., KOMAR P. D. (1977) - Threshold of sediment motion under unidirectional currents. Sedimentology. 24 507-527
35. MIZUYAMA T. (1977) - Bedload transport in steep channels. PhD thesis Dissertation, Kyoto University, Kyoto.
36. MUELLER E. R., PITLICK J., NELSON J. M. (2005) - Variation in the reference Shields stress for bed load transport in gravel-bed streams and rivers. Water Resources Research, 41, W04006 (04001-04010).
37. NAKAGAWA H., TSUJIMOTO T., SHIMIZU Y. (1988) - Velocity profile of flow overrough permeable bed. 6th Congress Asian and Pacific Regional Division of IAHR (1988.06.20-22), Kyoto, Japan. 449-456
38. NIKORA V. I., GORING D., MCEWAN I., GRIFFITHS G. (2001) - Spatially averaged open-channel flow over rough bed. Journal of Hydraulic Engineering. 127, 2 123-133
39. NOWELL A. R., CHURCH M. (1979) - Turbulent flow in a depth-limited boundary layer. Journal of Geophysical research. 84, C8 4816-4824
40. O'LOUGHLIN E. M., ANNAMBHOTLA V. S. S. (1969) - Flow phenomena near rough boundaries. Journal of Hydraulic Research. 7, 2 231-250
41. OMID M., MAHDAVI A., NARAYANAN R. (2003) - Effects of bedload transport on flow resistance in rigid boundary channels. IAHR, Tessalonic. 641-646
42. PAINTAL A. S. (1971) - Concept of Critical Shear Stress in Loose Boundary Open Channels. Journal of Hydraulic Research. 1 90-113
43. PARKER G. (1978) - Self-formed straight rivers with equilibrium bank and mobile bed. Part 2 : the gravel river. Journal of Fluid mechanics. 89, 1 127-146
44. PARKER G., WILCOCK P. R., PAOLA C., DIETRICH W. E., PITLICK J. (2007) - Physical basis for quasi-universal relations describing bankfull Hydraulic geometry of single thread gravel-bed rivers. Journal of Geolophysical Research Earth Surface, subm.
45. PENDER G., SHVIDCHENKO A., CHEGINI A. (2007) - Supplementary data confirming the relashionship between critical Shields stress, grain size and bed slope DOI:10.1002/esp.1588. Earth Processes and Landforms. 32 1605-1610
46. PITLICK J. (1992) - Flow resistance under conditions of intense gravel transport. Water Resources Research. 28, 3 891-903
47. RECKING A. (2006) - Etude expérimentale des effets du tri granulométrique sur le transport solide par charriage. PhD Thesis Cemagref. www.lyon.cemagref.fr/doc/these/recking/index. shtml, Lyon.
48. RECKING A. (2006) - An experimental Study of Grain Sorting Effects on Bedload. PhD Thesis Cemagref www.lyon.cemagref. fr/doc/these/ recking/index.shtml, Lyon.
49. RECKING A., FREY P., PAQUIER A., BELLEUDY P. J., CHAMPAGNE J. Y. (2008) - Bedload transport flume experiments on steep slopes. Journal of Hydraulic Engineering, 134, 9 1302-1310.
50. RECKING A., FREY P., PAQUIER A., BELLEUDY P. J., CHAMPAGNE J. Y. (2008) - Feedback between bed load and flow resistance in gravel and cobble bed rivers. doi10.1029/2007WR006219. Water Resources Research. 44 21
51. ROBERT A. (1991) - Boundary roughness in coarse-grained channels. Progress in physical geography. 14 42-70
52. RYAN S. E., PORTH L. S., TROENDLE C. A. (2002) - Defining phases of bedload transport using piecewise regression. Earth Surface Processes and Landforms. 27 971-990
53. SAAD M. B. E. A. (1989) - Critical shear stress of armour coat. ASCE, editor. Sediment Transport Modelling. ASCE, New Orleans, USA. 308-313
54. SHIELDS A. (1936) - Application of similarity principles and turbulence research to bed load movement. US Dept of Agr., Soil Conservation Service Cooperative Laboratory, California Institute of Technology, Passadena, Calif.
55. SHVIDCHENKO A., PENDER G. (2000) - Flume study of the effect of relative depth on the incipient motion of coarse uniform sediments. Water Resources Research. 36, 2 619-628
56. SONG T., CHIEW Y. M., CHIN C. O. (1998) - Effects of bedload movement on flow friction factor. Journal of Hydraulic Engineering. 124, 2 165-175
57. SUSZKA L. (1991) - Modification of transport rate formula for steep channels. Earth Sciences (Lecture Notes). 37 59-70
58. TSUJIMOTO T. (1991) - Bed-load transport in steep channels, Fluvial Hydraulics of Mountain Regions. Lect ; Notes Earth Sci. ser. 37 89-102
59. VOLLMER S., KLEINHANS G. (2007) - Predicting incipient motion, including the effect of turbulence pressure fluctuations in the bed. Water Resources Research. 43, W05410 1-16
60. WIBERG P., SMITH J. D. (1987) - Calculation of the critical Shear stress for motion of uniform and heterogeneous sediments. Water Resources Research. 23, 8 1471-1480
61. YALIN M. S., KARAHAN E. (1979) - Inception of sediment transport. Journal of the Hydraulics Division. HY11 1433-1443