Selected references

Abril, J.B. and Knight, D.W., 2004, Stabilising the Paute river in Ecuador, Civil Engineering, Proceedings of the Instn. of Civil Engineers, London, 156, February, 32-38.

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.

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.7th Int. Symp. on River Sedimentation, Hong Kong, December 1998, 223-229.

Atabay, S., and Knight, D.W., 2005, 1-D modelling of conveyance, boundary shear and sediment transport in overbank flow, Journal of Hydraulic Research, IAHR, (in press)

Atabay, S., Knight, D.W. and Seckin, G., 2005, The effects of overbank flow on fluvial sediment transport rates, Water Management, Proceedings of the Instn. of Civil Engineers, London, (in press)

Cao, S. and Knight, D.W., 1996, Regime theory of alluvial channels based upon the concepts of stream power and probability, Proc. Instn. of Civil Engineers, Water , Maritime and Energy Division, London, Vol.118, Sept., Paper No. 11029, 160-167.

Knight, D.W., 1992, SERC Flood Channel Facility experimental data - Phase A, Vols. 1-15, School of Civil Engineering, The University of Birmingham, May, (available from HR Wallingford, Oxon, OX10 8BA, UK).

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, 217-236.

Knight, D.W., 2001, Flow and sediment transport in two-stage channels, Keynote Lecture, Proc. 2 nd IAHR Symposium on River, Coastal and Estuarine Morphodynamics, September, Obihiro, Japan, 1-20.

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 Division, London, Vol.118, Issue 3, Sept., Paper No. 11017, 151-159.

Knight, D.W. and Brown, F.A., 2001, Resistance studies of overbank flow in rivers with sediment using the Flood Channel Facility, Journal of Hydraulic Research, IAHR, Vol. 39, No. 3, 283-301.

Knight, D.W. and Cao, S., 1994, Boundary shear in the vicinity of river banks, ASCE National Conference on Hydraulic Engineering, Buffalo, New York, August, Vol. 2, 954-958.

Knight, D.W. and Lai, C.J., 1985, Turbulent flow in compound channels and ducts, Proc. 2nd Int. Symposium on Refined Flow Modelling and Turbulence Measurements, Iowa, USA, Sept., Hemisphere Publishing Co., I21-1 to I21-10.

Knight, D.W. and Patel, H.S., 1985, Boundary shear in smooth rectangular ducts, Journal of Hydraulic Engineering, ASCE, Vol. 111, No. 1, 29-47.

Knight, D.W. and Patel, H.S., 1985, 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.

Knight, D.W. and Shiono, K., 1996, River channel and floodplain hydraulics, in Floodplain Processes, (Eds Anderson, Walling & Bates), Chapter 5, J Wiley, 139-181.

Knight, D.W. and Sterling, M.S., 2000, Boundary shear in circular pipes running partially full, Journal of Hydraulic Engineering, ASCE, Vol. 126, No. 4, April, pp 263-275.

Knight, D.W., Samuels, P.G. and Shiono, K., 1990, River flow simulation : research and developments,Journal of the Institution of Water and Environmental Management, Vol. 4, No. 2, April, 163-175.

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, Sept., Paper 38, 419-428.

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.

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, 19-25.

Knight, D.W., Brown, F.A., Valentine, E.M., Nalluri, C., Bathurst, J.C., Benson, I.A., Myers, W.R.C., Lyness, J.F., and Cassells, J.B., 1999, The response of straight mobile bed channels to inbank and overbank flows, Proc. Instn. of Civil Engineers, Water, Maritime and Energy Division, London, Vol. 136, Dec., 211-224.

Lai, C.J., 1986, Flow resistance, discharge capacity and momentum transfer in smooth compound closed ducts, PhD thesis, University of Birmingham.

Lai, C.J., and Knight, D.W., 1988, Distributions of streamwise velocity and boundary shear stress in compound ducts, Proc. 3rd Int. Symp. on Refined Flow Modelling and Turbulence Measurements, Tokyo, Japan, July, pp 527-536.

Nezu. I., Sanjou, M. and Goto, K., 2004, Time-dependent structure of horizontal vortices in unsteady compound open-channel flows during rising and falling stages, Journal of Hydroscience and Hydraulic Engineering, Japan Society of Civil Engineers, Vol. 22, No. 1, May, 25-35.

Rhodes, D.G. and Knight, D.W., 1994, Distribution of shear force on boundary of smooth rectangular duct, Journal of Hydraulic Engineering, ASCE, Vol. 120, No. 7, July, 787-807.

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.

Shiono, K. and Knight, D.W., 1990, Mathematical models of flow in two or multi stage straight channels, Proc. Int. Conf. on River Flood Hydraulics, (Ed. W.R. White), Wallingford, September, J. Wiley & Sons, Paper G1, 229-238.

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, 693).

Shiono, K. & Muto, Y., 1998, Complex flow mechanisms in compound meandering channel for overbank flow , Journal of Fluid Mechanics, Vol. 376, 221-26 1.

Sterling , M.S. and Knight, D.W., 2000, Resistance and boundary shear in circular conduits with flat beds running part full, Proc. Instn. of Civil Engineers, Water and Maritime Engineering, London, Vol. 142, Issue 4, Dec., 229-240.

Tang, X., and Knight, D.W., 2001, Migration rate of bed forms in a compound channel with overbank flow, Proc. 2 nd IAHR Symposium on River, Coastal and Estuarine Morphodynamics, September, Obihiro, Japan, 545-553.

Tang, X., and Knight, D.W., 2001, Analysis of bed form dimensions in a compound channel, Proc. 2 nd IAHR Symposium on River, Coastal and Estuarine Morphodynamics, September, Obihiro, Japan, 555-563.

Tang, X., and Knight, D.W., 2001, Experimental study of stage-discharge relationships and sediment transport rates in a compound channel, Proc. 29th IAHR Congress, September, Beijing, China, Theme D, Vol. II, Tsinghua University Press, 69-76.

Tang, X. and Knight, D.W., 2003, Study of sediment transport in a compound channel with non-uniform flow, Proc. 3 rd Int. Conf. on River, Coastal and Estuarine Morphodynamics, Barcelona, 857-864.

Tang, X. and Knight, D.W., 2005, Sediment transport in river models with overbank flow rates, Journal of Hydraulic Engineering, ASCE, (submitted for publication)

Thorne, C., Knight, D.W. et al, 1998, River width adjustment : Processes and mechanisms, Journal of Hydraulic Engineering, ASCE, Task Committee on Hydraulics, Bank Mechanics, and Modelling of River Width Adjustment, Vol. 124, No. 9, 881-902.

Tominaga, A. & Knight, D.W., 2004, Numerical evaluation of secondary flow effects on lateral momentum transfer in overbank flows, River Flow 2004, Proc. 2 nd Int. Conf. on Fluvial Hydraulics, 23-25 June, Napoli, Italy [Eds M. Greco, A. Carravetta & R.D. Morte], Vol. 1, 353-361.

Yuen, K.W.H. and Knight, D.W., 1990, Critical flow in a two stage channel, Proc. Int. Conf. on River Flood Hydraulics, [Ed. W.R. White], Wallingford, September, J. Wiley & Sons, Paper G4, 267-276.