Oxygen Transfer in Bubbly Turbulent Shear Flow
Publication: Journal of Hydraulic Engineering
Volume 119, Issue 1
Abstract
The equation for oxygen transfer in a bubbly air‐water turbulent shear flow in a vertical pipe is derived. Dimensionless variables that characterize the transfer coefficient are identified. Laboratory experiments are conducted for a range of water‐flow velocities and air‐flow rates, with and without tangential swirl. The overall transfer coefficient is estimated from the measured DO (dissolved oxygen) response curves. The transfer coefficient is computed using measured bubble‐size distributions. For a given air‐water discharge ratio , a higher flow velocity yields a larger due to higher turbulence and bubble‐surface renewal. For a given flow velocity, as increases so does , primarily because the total air/water interfacial area increases. The rate of increase of , however, diminishes for larger , because decreases with . In this case the decrease in results from a reduction in the turbulence intensity per unit volume of air. The transfer coefficient normalized by the mean flow velocity varies inversely with and directly with the Reynolds number. The effect of the swirl on oxygen transfer is found to be insignificant.
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Copyright © 1993 American Society of Civil Engineers.
History
Received: Aug 18, 1991
Published online: Jan 1, 1993
Published in print: Jan 1993
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