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An experimental study of turbulence in a heterogeneous channel.
- Source :
- Proceedings of ICE: Water Management; Jan2013, Vol. 166 Issue 1, p16-26, 11p
- Publication Year :
- 2013
-
Abstract
- 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 m/s and 0·056 m/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 ( = 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. [ABSTRACT FROM AUTHOR]
- Subjects :
- FLUID mechanics
HYDRODYNAMICS
HYDRAULICS
RIVER engineering
CHANNEL flow
TURBULENCE
Subjects
Details
- Language :
- English
- ISSN :
- 17417589
- Volume :
- 166
- Issue :
- 1
- Database :
- Complementary Index
- Journal :
- Proceedings of ICE: Water Management
- Publication Type :
- Academic Journal
- Accession number :
- 84123048
- Full Text :
- https://doi.org/10.1680/wama.11.00025