Technical Notes
Oct 14, 2013

Stage-Discharge Prediction in Compound Channels

Publication: Journal of Hydraulic Engineering
Volume 140, Issue 4

Abstract

The failure of conventional methods for discharge prediction in compound channels results from their ignorance of the loss in conveyance arising from the complicated flow interaction between the main channel and its associated floodplains. In this paper, a new method is presented for assessing the stage-discharge relationship and the discharge distribution in compound channels by considering both the momentum transfer between the upper and lower main channel flows and that between the upper main channel and its adjoining floodplain flows. A calibration using data from the laboratory channels and three natural rivers demonstrates that the presented method can give predictions that agree better with the experimental and field data. The computed results also show that the method not only is well capable of predicting the discharge distributions of the floodplain and the whole main channel, but also of predicting the discharge distribution in the lower main channel. In addition, the momentum transfer coefficient introduced in the presented method is also further discussed.

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Acknowledgments

The authors gratefully acknowledge Professor Donald W. Knight at the University of Birmingham, U.K., who provided a large number of experimental data and field data of River Severn, River Main, and River Colorado. The authors also would like to acknowledge the financial support of the National Natural Scientific Foundation of China (Nos. 51279117 and 50709021), the National Science and Technology Ministry (No. 2012BAB05B02), and the Program for New Century Excellent Talents in University of China (NCET-13-0393). The authors are also grateful to the anonymous reviewers for their very helpful comments and suggestions on this paper.

References

Abril, J. B., and Knight, D. W. (2004). “Stage-discharge prediction for rivers in flood applying a depth-averaged model.” J. Hydraul. Res., 42(6), 616–629.
Ackers, P. (1993). “Flow formulae for straight two-stage channels.” J. Hydraul. Res., 31(4), 509–531.
Bousmar, D., and Zech, Y. (1999). “Momentum transfer for practical flow computation in compound channels.” J. Hydraul. Eng., 696–706.
Cao, Z., Meng, J., Pender, G., and Wallis, S. (2006). “Flow resistance and momentum flux in compound open channels.” J. Hydraul. Eng., 1272–1282.
Chow, V. T. (1959). Open channel hydraulics, McGraw-Hill, NewYork.
Dey, M., and Lambert, M. F. (2006). “Discharge prediction in compound channels by end depth method.” J. Hydraul. Res., 44(6), 767–776.
Hu, C., Ji, Z., and Guo, Q. (2010). “Flow movement and sediment transport in compound channels.” J. Hydraul. Res., 48(1), 23–32.
Huthoff, F., Roos, P. C., Augustijn, D. C. M., and Hulscher, S. J. M. H. (2008). “Interacting divided channel method for compound channel flow.” J. Hydraul. Eng., 1158–1165.
Knight, D. W., and Abril, B. (1996). “Refined calibration of a depth-averaged model for turbulent flow in a compound channel.” Proc. ICE Water Maritime Energy, 118(3), 151–159.
Knight, D. W., and Demetriou, J. D. (1983). “Flood plain and main channel flow interaction.” J. Hydraul. Eng., 1073–1092.
Knight, D. W., and Hamed, M. E. (1984). “Boundary shear in symmetrical compound channels.” J. Hydraul. Eng., 1412–1430.
Knight, D. W., McGahey, C., Lamb, R., and Samuels, P. G. (2010). Practical channel hydraulics: Roughness, conveyance and afflux, CRC Press/Taylor and Francis, Leiden, The Netherlands, 1–354.
Knight, D. W., and Sellin, R. H. J. (1987). “The SERC flood channel facility.” J. Inst. Water Environ. Manage., 1(2), 198–204.
Knight, D. W., and Shiono, K. (1996). “River channel and floodplain hydraulics.” Chapter 5, Floodplain processes, Anderson M. G., Walling D. E., and Bates P. D., eds., Wiley, New York, 139–181.
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, R. A. Falconer, P. Goodwin and R. G. S. Matthew, eds., Gower Technical, Univ. of Bradford, U.K., 419–428.
Lambert, M. F., and Sellin, R. H. J. (1996). “Discharge prediction in straight compound channels using the mixing length concept.” J. Hydraul. Res., 34(3), 381–394.
Liao, H., and Knight, D. W. (2007). “Analytic stage-discharge formulas for flow in straight prismatic channels.” J. Hydraul. Eng., 1111–1122.
Lyness, J. F., Myers, W. R. C., Cassells, J. B. C., and O’Sullivan, J. J. (2001). “The influence of planform on flow resistance in mobile bed compound channels.” Proc., ICE Water Maritime Eng., 148(1), 5–14.
McGahey, C. (2006). “A practical approach to estimating the flow capacity of rivers.” Ph.D. thesis, The Open Univ., Milton Keynes, U.K. (and British Library).
McGahey, C., Knight, D. W., and Samuels, P. G. (2009). “Advice, methods and tools for estimating channel roughness.” Proc. ICE Water Manage., 162(6), 353–362.
Moreta, P. J. M., and Martin-Vide, J. P. (2010). “Apparent friction coefficient in straight compound channels.” J. Hydraul. Res., 48(2), 169–177.
Myers, W. R. C., and Brennan, E. K. (1990). “Flow resistance in compound channels.” J. Hydraul. Res., 28(2), 141–155.
Omran, M., and Knight, D. W. (2010). “Modelling secondary cells and sediment transport in rectangular channels.” J. Hydraul. Res., 48(2), 205–212.
Rhodes, D. G., and Knight, D. W. (1994). “Velocity and boundary shear in a wide compound duct.” J. Hydraul. Res., 32(5), 743–764.
Schlichting, H. (1960). Boundary layer theory, 4th Ed., McGraw-Hill, NewYork.
Sellin, R. H. J. (1964). “A laboratory investigation into the interaction between the flow in the channel of a river and that over its flood plain.” La Houille Blanche, 7, 793–801.
Shiono, K., Al-Romaih, J. S., and Knight, D. W. (1999). “Stage-discharge assessment in compound meandering channels.” J. Hydraul. Eng., 66–77.
Shiono, K., and Knight, D. W. (1991). “Turbulent open-channel flows with variable depth across the channel.” J. Fluid Mech., 222, 617–646.
Stephenson, D., and Kolovopoulos, P. (1990). “Effects of momentum transfer in compound channels.” J. Hydraul. Eng., 1512–1522.
Tang, X., and Knight, D. W. (2008). “Lateral depth-averaged velocity distributions and bed shear in rectangular compound channels.” J. Hydraul. Eng., 1337–1342.
van Prooijen, B. C., Battjes, J. A., and Uijttewaal, W. S. J. (2005). “Momentum exchange in straight uniform compound channel flow.” J. Hydraul. Eng., 175–183.
Wormleaton, P. R. (1996). “Floodplain secondary circulation as a mechanism for flow and shear stress redistribution in straight compound channels.” Coherent flow structures in open channels, P. Ashworth, S. J. Bennett, J. L. Best, and S. McLelland, eds., Wiley, New York, 581–608.
Wormleaton, P. R., Allen, J., and Hadjipanos, P. (1982). “Discharge assessment in compound channel flow.” J. Hydraul. Div., 108(9), 975–994.
Wormleaton, P. R., and Hadjipanos, P. (1985). “Flow distribution in compound channels.” J. Hydraul. Eng., 357–361.

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 140Issue 4April 2014

History

Received: Jan 3, 2011
Accepted: Oct 11, 2013
Published online: Oct 14, 2013
Published in print: Apr 1, 2014
Discussion open until: Jun 6, 2014

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Authors

Affiliations

Associate Professor, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu, Sichuan 610065, China; formerly, Dept. of Civil and Building Engineering, Loughborough Univ., Loughborough, Leicestershire LE11 3TU, U.K. (corresponding author). E-mail: [email protected]
Xingnian Liu
Professor, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu, Sichuan 610065, China.
Shuyou Cao
Professor, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu, Sichuan 610065, China.
Er Huang
Professor, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu, Sichuan 610065, China.

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