World Environmental and Water Resources Congress 2018
Measuring Bubble Shapes in the Long Straight Rectangular Pipe under Different Flow Conditions
Publication: World Environmental and Water Resources Congress 2018: Hydraulics and Waterways, Water Distribution Systems Analysis, and Smart Water
ABSTRACT
Experiments of air-water flows were conducted in a long straight rectangular pipe with the longitudinal length L=10 m to investigate the air-water flow properties including bubble shapes and bubble distributions for a varied range of discharges in cross-sections of different locations. The present investigation in hydraulic engineering mostly focused on the air concentration. Though some researchers noticed the importance of the size and shape for every single bubble in bubbly flows, solely relying on the measurement of the conductivity probe could only get the chord length of the assuming equivalent sphere of the bubble. From the observation of experiments, the spherical hypothesis was not accurate enough and some important parameters like the aspect ratio of the bubble were missing. Therefore, the high-speed camera and image processing techniques were applied in this paper to get more precise information of the bubble under different discharges. Additionally, to get rid of the mutual interference and overlap of the bubbles, the syringe pump that is capable of accurately controlling gas flow was used to generate a succession of disperse bubbles. Improved understanding is gained through the investigation, which reveals the major parameters of the bubble and the development of the bubble along the flow direction.
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REFERENCES
Batchelor, G. K. (1953). The theory of homogeneous turbulence, Cambridge University Press.
Chanson, H. (1997). “Air bubble entrainment in open channels: Flow structure and bubble size distributions.” International Journal of Multiphase Flow 23(1): 193–203.
Guo, Z. (2012). The Investigation of Effect of Aeration Bubbles with Different Radii on Cavitation Bubble Dynamics, Zhejiang University of Technology (In Chinese).
Hesketh, R. P., R. T. W. Fraser and A. W. Etchells (1987). “Bubble size in horizontal pipelines.” Aiche Journal 33(4): 663–667.
Hinze, J. O. (1955). “Fundamentals of the hydrodynamic mechanism of splitting in dispersion processes.” Aiche Journal 1(3): 289–295.
Kolmogoroff, A. N. (1941). “On degeneration of isotropic turbulence in an incompressible viscous liquid.” Doklady Akademii Nauk Sssr 31(3): 235–236.
Otsu, N. (1979). “Threshold Selection Method from Gray-Level Histograms, IEEE Transactions on Systems Man and Cybernetics.” Systems Man & Cybernetics IEEE Transactions on 9(1): 62–66.
Peterka, A. J. (1953). The Effect Of Entrained Air On Cavitation Pitting. Proceedings@sMinnesota International Hydraulic Convention.
Russell, S. O. and G. J. Sheehan (1974). “Effect of Entrained Air on Cavitation Damage.” Canadian Journal of Civil Engineering 1(1): 97–107.
Wood, I. R. (1991). Air entrainment in free-surface flows, A.A. Balkema.
Ziegenhein, T. and D. Lucas (2017). “Observations on bubble shapes in bubble columns under different flow conditions.” Experimental Thermal and Fluid Science 85: 248–256.
Information & Authors
Information
Published In
World Environmental and Water Resources Congress 2018: Hydraulics and Waterways, Water Distribution Systems Analysis, and Smart Water
Pages: 244 - 253
Editor: Sri Kamojjala, Las Vegas Valley Water District
ISBN (Online): 978-0-7844-8142-4
Copyright
© 2018 American Society of Civil Engineers.
History
Published online: May 31, 2018
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