TECHNICAL PAPERS
Jun 1, 2008

Double-Plume Integral Models for Near-Field Mixing in Multiphase Plumes

Publication: Journal of Hydraulic Engineering
Volume 134, Issue 6

Abstract

We present a generalized integral model for multiphase plumes in stratified ambient conditions based on the double-plume approach, where the plume is composed of a rising, multiphase core plume surrounded by a counterflowing outer ring plume of dense fluid. The generalized model captures as limiting cases the current approaches in the literature, including two-fluid and mixed-fluid equations, continuous and discrete detrainment, dispersed-phase mass transfer, and two models for entrainment in the counterflow region. These modeling approaches are compared and validated against both laboratory and field-scale data. In unstratified conditions, all model formulations perform equally well. In stratification, entrainment in the counterflow region is best represented by correlation to the inner plume velocity instead of the difference between the inner and outer plume velocities. The vertical distribution of the exchange between the inner and outer plumes in the models differs from that measured in the prototype due to enhanced entrainment at the detrainment zone and forced entrainment from the collapsing intrusion layer. Nonetheless, the models predict well the length scales and volume fluxes at the detrainment zone and intrusion layer. Applications are demonstrated for reservoir air bubble plumes. The mass transfer and near-field mixing in the double-plume integral model prove sufficiently accurate to predict the depth of maximum plume rise (both the locations of total dissolution of the bubbles and the maximum height of the decelerating plume) and the volume flux, dissolved constituent mass flux, and trap height of the intrusion.

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Acknowledgments

This paper is based upon work supported by the National Science Foundation under Grant No. CTS-0348572NSF.

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 134Issue 6June 2008
Pages: 772 - 783

History

Received: Dec 15, 2006
Accepted: Oct 17, 2007
Published online: Jun 1, 2008
Published in print: Jun 2008

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Authors

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Scott A. Socolofsky, M.ASCE [email protected]
Assistant Professor, Zachry Dept. of Civil Engineering, Coastal and Ocean Engineering Division, Texas A&M Univ., 3136 TAMU, College Station, TX 77843-3136 (corresponding author). E-mail: [email protected]
Tirtharaj Bhaumik [email protected]
Research Assistant, Zachry Dept. of Civil Engineering, Coastal and Ocean Engineering Division, Texas A&M Univ., 3136 TAMU, College Station, TX 77843-3136; presently, Technip USA, 11700 Old Katy Rd., Ste 150, Houston, TX 77079. E-mail: [email protected]
Dong-Guan Seol [email protected]
Research Assistant, Zachry Dept. of Civil Engineering, Coastal and Ocean Engineering Division, Texas A&M Univ., 3136 TAMU, College Station, TX 77843-3136. E-mail: [email protected]

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