A large-scale test facility, the United Kingdom Flood Channel Facility, has been used to compare observations of a range of overbank flows in straight compound channels and meandering compound channels with similar geometries, floodplain roughnesses and mobile main channel bed material. For straight and meandering channels with smooth floodplains, the single channel Manning's n values were similar, but single channel Manning's n values for the meandering channel with roughened floodplains are approximately 50% greater than those for the straight channel with similarly roughened floodplains. At higher relative depths, Yr > 0·25, the floodplain Manning's n values become similar for both the straight and meandering channels indicating that most of the overbank flow for the meandering channel is in the valley direction at these depths. The meandering main channel with roughened floodplains was found to have the largest mobile bed features.
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March 2001
Research Article|
March 01 2001
The influence of planform on flow resistance in mobile bed compound channels Available to Purchase
J. F. Lyness;
J. F. Lyness
Reader in Civil Engineering
School of the Built Environment, University of Ulster
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W. R. C. Myers;
W. R. C. Myers
Senior Lecturer in Civil Engineering
School of the Built Environment, University of Ulster
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J. B. C. Cassells;
J. B. C. Cassells
Research Assistant
School of the Built Environment, University of Ulster
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J. J. O'Sullivan
J. J. O'Sullivan
Research Assistant
School of the Built Environment, University of Ulster
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Publisher: Emerald Publishing
Received:
July 22 1999
Accepted:
August 18 2000
Online ISSN: 1753-7800
Print ISSN: 1472-4561
© 2001 Thomas Telford Ltd
2001
Proceedings of the Institution of Civil Engineers - Water and Maritime Engineering (2001) 148 (1): 5–14.
Article history
Received:
July 22 1999
Accepted:
August 18 2000
Citation
Lyness JF, Myers WRC, Cassells JBC, O'Sullivan JJ (2001), "The influence of planform on flow resistance in mobile bed compound channels". Proceedings of the Institution of Civil Engineers - Water and Maritime Engineering, Vol. 148 No. 1 pp. 5–14, doi: https://doi.org/10.1680/wame.2001.148.1.5
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