Experiments have been carried out to determine the characteristics of the re-attaching flow downstream of deflectors placed in a duct with and without aeration. In Part 1 the presentation of experimental results pertaining to the mean velocities and wall pressure is restricted to flows without aeration. Fluctuations of pressures are presented in terms of their root-mean-square values and their probability distributions. The mean pressures presented will be of interest in the design of aerators. The mean velocities and wall pressures are analysed numerically by a discrete vortex model and the computed results are compared with the experimental results. It is hoped that information provided in this paper will also be useful in assessing the likelihood of cavitation in reattaching flows occurring within boundaries of similar geometry. How air injection affects the wall pressure field in the wake of deflectors will be reported separately in Part 2.
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June 2000
Research Article|
June 01 2000
Wall pressure field downstream of deflectors. Part 1: without aeration Available to Purchase
R. Narayanan, BE, MSc, MEng, PhD;
R. Narayanan, BE, MSc, MEng, PhD
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Department of Civil and Structural Engineering, UMIST
Manchester
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M. R. Kavianpour, BSc, MSc, PhD
M. R. Kavianpour, BSc, MSc, PhD
formerly Postgraduate Student
Department of Civil and Structural Engineering, UMIST
Manchester
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Publisher: Emerald Publishing
Online ISSN: 1753-7800
Print ISSN: 1472-4561
© 2000 Thomas Telford Ltd
2000
Proceedings of the Institution of Civil Engineers - Water and Maritime Engineering (2000) 142 (2): 79–86.
Citation
Narayanan R, Kavianpour MR (2000), "Wall pressure field downstream of deflectors. Part 1: without aeration". Proceedings of the Institution of Civil Engineers - Water and Maritime Engineering, Vol. 142 No. 2 pp. 79–86, doi: https://doi.org/10.1680/wame.2000.142.2.79
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