TECHNICAL PAPERS
Jan 1, 1993

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 (KLa) is estimated from the measured DO (dissolved oxygen) response curves. The transfer coefficient (kL) is computed using measured bubble‐size distributions. For a given air‐water discharge ratio (λ), a higher flow velocity yields a larger kL due to higher turbulence and bubble‐surface renewal. For a given flow velocity, as λ increases so does KLa, primarily because the total air/water interfacial area increases. The rate of increase of KLa, however, diminishes for larger λ, because kL decreases with λ. In this case the decrease in kL 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 λ and directly with the Reynolds number. The effect of the swirl on oxygen transfer is found to be insignificant.

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References

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Information & Authors

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 119Issue 1January 1993
Pages: 21 - 36

History

Received: Aug 18, 1991
Published online: Jan 1, 1993
Published in print: Jan 1993

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Authors

Affiliations

Kyung Soo Jun
Grad. Student, Civ. and Envir. Engrg., and Res. Asst., Iowa Inst. of Hydr. Res., Univ. of Iowa, Iowa City, IA 52242
Subhash C. Jain, Member ASCE
Prof., Civ. and Envir. Engrg., and Res. Engrg., Iowa Inst. of Hydr. Res., Univ. of Iowa, Iowa City, IA

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