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 correspond-ing 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 (d=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.
Original language | English |
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Pages (from-to) | 16-26 |
Number of pages | 11 |
Journal | Water Management |
Volume | 166 |
Issue number | 1 |
DOIs | |
Publication status | Published - 1 Jan 2013 |