Resistance studies of overbank flow in rivers with sediment using the flood channel facility;Etudes menées au FCF (flood channel facility) sur la résistance des écoulements avec débordement dans les rivières avec sédiments

Journal of Hydraulic Research

Volumn 39, Issue 3, 2001, Pages 283-301

  Knight, Donald W ^a   Brown, Fenella A ^b  

^a UNIVERSITY OF BIRMINGHAM   (United Kingdom)

^b BANGOR UNIVERSITY   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

BANKS (BODIES OF WATER); CHANNEL FLOW; DISCHARGE (FLUID MECHANICS); FLOODS; SEDIMENTS;

FLOOD CHANNEL FACILITY (FCF);

RIVERS;

EID: 0034947067     PISSN: 00221686     EISSN: None     Source Type: Journal    
DOI: 10.1080/00221680109499832     Document Type: Article

References (36)

1. ABRIL, B., and KNIGHT, D.W., 2002, "Stage-discharge relationships for rivers in flood: Theory & Application", Journal of Hydraulic Engineering, ASCE, (submitted for publication).
2. ABRIL, B., 1997, "Numerical river modelling of turbulent flow, sediment transport and flood routing using the finite element method", PhD thesis, The University of Birmingham, England, UK.
3. ACKERS, P., 1992, "1992 Gerald Lacey Memorial Lecture - Canal and river regime in theory and practice : 1929-92", Proc. Instn Civ. Engrs Wat., Marit. & Energy, 96, Sept., Paper No. 10019, pp 167-178.
4. ACKERS, P., 1992, "Hydraulic design of two stage channels", Proc. Instn Civ. Engrs Wat., Marit. & Energy, 96, Dec., Paper No. 9988, pp 247-257.
5. ACKERS, P., 1993a, "Stage -discharge functions for two-stage channels : The impact of new research", Journal Instn Water & Environmental Management, Vol. 7, No. 1, February, pp 52-61.
6. ACKERS, P., 1993b, "Flow formulae for straight two-stage channels", Journal of Hydraulic Research, IAHR, Vol. 31, No. 4, pp 509-531.
7. ATABAY, S. and KNIGHT, D.W., 1999, "Stage discharge and resistance relationships for laboratory alluvial channels with overbank flow", In River Sedimentation [Eds A W Jayawardena, J H W Lee & Z Y Wang], Proc. Seventh International Symposium on River Sedimentation, Hong Kong, December 1998, pp 223-229.
8. AYYOUBZADEH, S.A., 1997, "Hydraulic aspects of straight-compound channel flow and bedload sediment transport", PhD thesis. The University of Birmingham, England, UK.
9. BROWN, F.A., 1997, "Sediment transport in river channels at high stage", PhD thesis, The University of Birmingham, England, UK.
10. CASSELLS, J., 1998, "Hydraulic characteristics of straight mobile bed compound channels with uniform sediment", PhD thesis, University of Ulster.
11. CHOW, V.T., 1959. "Open Channel Hydraulics", McGraw-Hill, New York.
12. KNIGHT, D.W., 1981, "Some field measurements concerned with the behaviour of resistance coefficients in a tidal channel", Estuarine, Coastal and Shelf Science, Academic Press, London, No. 12, pp 303-322.
13. KNIGHT, D.W. and DEMETRIOU, J.D., 1983, "Flood plain and main channel flow interaction", Journal of Hydraulic Engineering, ASCE, Vol. 109, No. 8, August, pp 1073-1092.
14. KNIGHT, D.W., and SELLIN, R.H.J., 1987, "The SERC Flood Channel Facility", Journal of the Institution of Water & Environmental Management, Vol. 1, No. 2, October, pp 198-204.
15. KNIGHT, D.W., SHIONO, K. and PIRT, J., 1989, "Prediction of depth mean velocity and discharge in natural rivers with overbank flow", Proc. Int. Conf. on Hydraulic and Environmental Modelling of Coastal, Estuarine and River Waters, (Ed. R.A. Falconer, P. Goodwin, R.G.S. Matthew), Gower Technical, University of Bradford, September, Paper 38, pp 419-428.
16. KNIGHT, D.W. and SHIONO, K., 1990, "Turbulence measurements in a shear layer region of a compound channel", Journal of Hydraulic Research, IAHR, Vol. 28, No. 2, 1990, pp 175-196, (Discussion in IAHR Journal, 1991, Vol. 29, No. 2, pp 259-276).
17. KNIGHT, D.W. [Ed], 1992, "SERC Flood Channel Facility experimental data - Phase A", Vois 1-15, SR Report No. 314, HR Wallingford, (available from HR Wallingford, Oxon, OX10 8BA, UK).
18. KNIGHT, D.W., YUEN, K.W.H. and ALHAMID, A.A.I., 1994, "Boundary shear stress distributions in open channel flow", in Physical Mechanisms of Mixing and Transport in the Environment, (Ed. K. Beven, P. Chatwin & J. Millbank), J. Wiley, Chapter 4, pp 51-87.
19. KNIGHT, D.W., and ABRIL, B., 1996, "Refined calibration of a depth averaged model for turbulent flow in a compound channel", Proc. Instn of Civil Engineers, Water, Maritime and Energy, Paper 11017, Vol. 118, Sept., pp 151-159.
20. KNIGHT, D.W. and SHIONO, K., 1996, "River channel and floodplain hydraulics", In Floodplain Processes, [Eds Anderson, Walling & Bates], Chapter 5, J. Wiley, pp 139-181.
21. KNIGHT, D.W., BROWN, F.A., AYYOUBZADEH, S.A., & ATABAY, S., 1999, "Sediment transport in river models with overbank flow", In River Sedimentation [Eds A W Jayawardena, J H W Lee & Z Y Wang], Proc. Seventh International Symposium on River Sedimentation, Hong Kong, 16-18 December 1998, Balkema, pp 19-25.
22. KNIGHT, D.W., 1999, "Flow mechanisms and sediment transport in compound channels", Proc. 1st Sino-US Workshop on Sediment Transport and Disasters, 15-17 March, Special Issue of International Journal of Sediment Research, [Eds Z. Y. Wang, T. W. Soong, & B.C. Yen], Vol. 14, No. 2, Beijing, China, pp 217-236.
23. KNIGHT, D.W., BROWN, F.A., VALENTINE, E.M., NALLURI, C., BATHURST, J.C., BENSON, I.A., MYERS, W.R.C., LYNESS, J.F. & CASSELLS, J., 1999, "The response of straight mobile bed channels to inbank and overbank flows", Proc. Instn of Civil Engineers, Water, Maritime and Energy, Vol. 136, Dec. pp 211-224.
24. MYERS, W.R.C., and BRENNAN, E.K., 1990, "Flow resistance in compound channels", Journal of Hydraulic Research, IAHR, Vol. 28, No. 2, pp 157-155.
25. MYERS, W.R.C., and LYNESS, J.F., 1997, "Discharge ratios in smooth and rough compound channels", Journal of the Hydraulics Division, ASCE, Vol. 123, HY3, No. 3, March, pp 182-188.
26. MYERS, W.R.C., KNIGHT, D.W., LYNESS, J.F., and CASSELLS, J., and BROWN, F.A.., 1999, "Resistance coefficients for inbank and overbank flows", Proc. Instn of Civil Engineers, Water, Maritime and Energy, Paper 11788, Vol. 136, June, pp 105-115.
27. MYERS, W.R.C., LYNESS, J.F., and CASSELLS, J., 2001, "Influence of boundary roughness on velocity and discharge in compound river channels", Journal of Hydraulic Research, IAHR, Vol. 39, No. 2, pp. 311-320.
28. NORDIN, C.F., 1971, "Statistical properties of dune profiles", USGS Professional Paper, 562-F.
29. SELLIN, R.H.J., 1964, ", A laboratory investigation into the interaction between the flow in the channel of a river and that over its floodplain", La Houille Blanche, No. 7, pp 793-803.
30. SHIONO, K. and KNIGHT, D.W., 1991, "Turbulent open channel flows with variable depth across the channel", Journal of Fluid Mechanics, Vol. 222, pp 617-646 (and Vol. 231, October, p 693).
31. VALENTINE, E.M., BENSON, I.A., NALLURI, C. & BATHURST, J.C., 2001, "Regime theory and stability of straight channels with bankfull and overbank flow", Journal of Hydraulic Research, IAHR, Vol. 39, No. 3, pp. 259-268.
32. VAN RIJN, L.C., 1984, "Sediment transport, part III : bed forms and alluvial roughness", Journal Hydraulic Engineering, ASCE, Vol. 110, No. 12, December, pp 1733-1754.
33. WALLIS, S.G. and KNIGHT, D.W., 1984, "Calibration studies concerning a one-dimensional numerical tidal model with particular reference to resistance coefficients", Estuarine, Coastal and Shelf Science, Academic Press, London, No. 19, pp 541-562.
34. WHITE, W.R., PARIS, E., and BETTESS R., 1980, "The frictional characteristics of alluvial streams : a new approach", Proc. Instn Civ.Engrs, Part 2, Vol. 69, Sept., pp 737-750.
35. WORMLEATON, P.R., 1996, "Floodplain secondary circulation as a mechanism for flow and shear stress redistribution in straight compound channels", In Coherent Flow Structures in Open Channels [Eds Ashworth, Bennett, Best & McLelland], Chapter 28, J Wiley, pp 581-608.
36. YEN, B.C., 1992, "Hydraulic resistance in open channels" in Channel Flow Resistance: Centennial of Manning's Formula, [Ed. B.C. Yen], Water Resources Publications, Colorado, USA.