This paper examines the velocity field in an idealised heterogeneous open channel during normal flow conditions, corresponding to two different subcritical flow conditions (discharges of 0·040 m3/s and 0·056 m3/s, with corresponding Froude numbers 0·51 and 0·57). The bed of the channel is formed of two full-length, longitudinal strips of equal width, a smooth section constructed from polyvinyl chloride and a rough section constructed from gravel (d72 = 10 mm). The results indicate that the turbulence appears to propagate vertically from the rough bed and horizontally over the rough–smooth boundary. There is also evidence to suggest that the turbulent momentum transfer is maximised at the rough–smooth boundary. Secondary flow structures are seen to exist due to the rough–smooth boundary and provide another mechanism for momentum transfer. These transfer mechanisms are important in understanding the effect of a heterogeneous channel bed on open-channel flow.
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January 2013
Research Article|
January 01 2013
An experimental study of turbulence in a heterogeneous channel
Michael Jesson, MSc;
Michael Jesson, MSc
PhD student
School of Civil Engineering, University of Birmingham, Birmingham, UK
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Mark Sterling, PhD, CEng, CEnv, FRMetS, MIAgrE, MICE;
Mark Sterling, PhD, CEng, CEnv, FRMetS, MIAgrE, MICE
Reader in Fluid Dynamics
School of Civil Engineering, University of Birmingham, Birmingham, UK
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John Bridgeman, MSc, PhD, CEng, CSci, MICE, FCIWEM
John Bridgeman, MSc, PhD, CEng, CSci, MICE, FCIWEM
Reader in Environmental Engineering
School of Civil Engineering, University of Birmingham, Birmingham, UK
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Publisher: Emerald Publishing
Revision Received:
March 17 2011
Accepted:
July 21 2011
Online ISSN: 1751-7729
Print ISSN: 1741-7589
ICE Publishing: All rights reserved
2013
Proceedings of the Institution of Civil Engineers - Water Management (2013) 166 (1): 16–26.
Article history
Revision Received:
March 17 2011
Accepted:
July 21 2011
Citation
Jesson M, Sterling M, Bridgeman J (2013), "An experimental study of turbulence in a heterogeneous channel". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 166 No. 1 pp. 16–26, doi: https://doi.org/10.1680/wama.11.00025
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