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May 1, 2005

Recirculating Flow in Oscillatory U-Tubes

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Publication: Journal of Hydraulic Engineering
Volume 131, Issue 5

Abstract

Wastewater treatment facilities often experience undesirable oscillations in water surface elevations due to the potential of unsteady outlet flow. Self-induced oscillations, particularly those generated by the geometry and flow conditions of treatment facilities with a U-tube component, are of particular interest. This study focuses on the U-tube component of an existing wastewater treatment facility where oscillations of constant amplitude and period were observed shortly after the facility was operational. It is assumed that an oscillating U-tube manometer represents this problem, and a numerical model was developed to predict the amplitude and period of the oscillations using Newton’s second law of motion and momentum analysis. A 1-to-4.88-scale physical model of the existing facility was constructed and tested. Numerical model results show good agreement with measured oscillatory characteristics of the existing facility and the physical model.

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References

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 131Issue 5May 2005
Pages: 397 - 403

History

Received: May 6, 2003
Accepted: Sep 13, 2004
Published online: May 1, 2005
Published in print: May 2005

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Authors

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Jason L. Miller, S.M.ASCE
Former Graduate Student, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911.
David E. Werth, M.ASCE
Assistant Professor, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911.

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