A new perspective on sidewall correction procedures, based on SKM modelling

Proceedings of the International Conference on Fluvial Hydraulics - River Flow 2006

Volumn 1, Issue , 2006, Pages 135-144

  Chlebek, J ^a   Knight, D W ^a  

^a UNIVERSITY OF BIRMINGHAM   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

ASPECT RATIO; CALIBRATION; HYDRAULICS; SHEAR STRESS; STREAM FLOW;

BOUNDARY SHEAR STRESS; CALIBRATION PARAMETERS; DEPTH-AVERAGED FLOWS; GOVERNING PARAMETERS; PRELIMINARY ANALYSIS; RECTANGULAR CHANNEL; ROUGHNESS EFFECTS; SIDEWALL CORRECTION;

SHEAR FLOW;

EID: 60749133535     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/9781439833865.ch12     Document Type: Conference Paper

References (21)

1. Abril, J.B. and Knight, D.W., 2004, Stage-discharge prediction for rivers in flood applying a depth-averaged model, Journal of Hydraulic Research, IAHR, 42, No. 6, 616-629.
2. Brownlie, W.R. 1981, Re-examination of Nikuradse roughness data, Journal of the Hydraulics Division, ASCE, Vol. 107, HYl, Jan., 115-119.
3. Chang, H.H., 1988, Fluvial processes in river engineering, J. Wiley & Sons.
4. Chiu, C.L. and Chiou, J.D., 1986, Structure of 3-D flow in rectangular open channels, Journal of Hydraulic Engineering, ASCE, Vol. 112, No. 11, Nov., 1050-1068.
5. Guo, J. and Julien, P.Y., 2005, Shear stress in smooth rectangular open-channel flows, Journal of Hydraulic Engineering, ASCE, Vol.131, No.1, January, 30-37.
6. Kazemipour, A.K. and Apelt, C.J., 1979, Shape effects on resistance to uniform flow in open channels, Journal of Hydraulic Research, IAHR, Vol. 17, No. 2, 129-147.
7. Knight, D.W. et al, 1982, Boundary shear stress distribution in open channel and closed conduit flows, Euromech 156, Mechanics of Sediment Transport, Istanbul, 33-40.
8. Knight, D.W., Demetriou, J.D. and Hamed, M.E., 1984, Boundary shear in smooth rectangular channels, Journal of Hydraulic Engineering, ASCE, Vol. 110, No. 4, April, 405-422.
9. Knight, D.W. and Patel, H.S., 1985a, Boundary shear in smooth rectangular ducts, Journal of Hydraulic Engineering, ASCE, Vol.111, No.1, Paper 19408, 29-47.
10. Knight, D.W. and Patel, H.S., 1985b, Boundary shear stress distributions in rectangular duct flow, Proc. 2nd Int. Symposium on Refined Flow Modelling and Turbulence Measurements, Iowa, USA, Sept., Hemisphere Publishing Co., I22-1 to I22-10.
11. 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, (Eds K. Beven, P. Chatwin & J. Millbank), J. Wiley, Chapter 4, 51-87.
12. Knight, D.W. and Shiono, K., 1996, River channel and flood-plain hydraulics, in Floodplain Processes, (Eds Anderson, Walling & Bates), Chapter 5, J Wiley, 139-181.
13. Knight, D.W., Omran, M. & Abril, J.B., 2004, Boundary conditions between panels in depth-averaged flow models revisited, River Flow 2004, Proc. 2nd Int. Conf. on Fluvial Hydraulics, 23-25 June, Napoli, Italy [Eds M. Greco, A. Carravetta & R.D. Morte], Vol. 1, 371-380.
14. Nezu, I. and Nakagawa, H., 1993, Turbulence in open-channel flow, IAHR Monograph, Balkema.
15. Omran, M. & Knight, D.W., 2006, Modelling the distribution of boundary shear stress in open channel flows, RiverFlow 2006, Lisbon, Portugal (in print).
16. Rhodes, D.G. and Knight, D.W., 1994, Distribution of shear force on boundary of smooth rectangular ducts, Journal of Hydraulic Engineering, ASCE, Vol.120, No.7, 787-807.
17. Shiono, K. and Knight, D.W., 1988, Two-dimensional analytical solution for a compound channel, Proc. 3rd Int. Symposium on Refined Flow Modelling and Turbulence Measurements, Tokyo, Japan, July, 503-510.
18. Shiono, K. and Knight, D.W., 1991, Turbulent open channel flows with variable depth across the channel, Journal of Fluid Mechanics, Vol. 222, 617-646 (and Vol. 231, October, p 693).
19. Vanoni, V.A. and Brooks, N.H., 1957, Laboratory studies of the roughness and suspended load of alluvial streams, Sedimentation Laboratory Report No. E68, California Institute of Technology, Pasadena, USA.
20. Yang, S.Q. and Lim, S.Y., 1997, Mechanism of energy transportation and turbulent flow in a 3D channel, Journal of Hydraulic Engineering, ASCE, Vol. 123, No. 8, August, 684-692.
21. Yen, B.C., 1991, Channel flow resistance: centennial of Manning's formula, Water Resources Publications, Colorado, USA.