Mechanism of air entrainment in deep-water hydraulic jump
ORAL
Abstract
Based on experimental observations, we propose a new mechanism for air entrainment in a deep-water hydraulic jump. It is shown that in a region close to the toe of the jump, the coherent flow structures resemble those in two-dimensional mixing layers widely described in the literature. In the entrainment region, properly defined local Froude and Weber numbers are very high, thus buoyancy and surface tension effects can be neglected as a first approximation. We show that air entrainment is produced by the engulfment of big cavities of ``fresh fluid'' by coherent structures. By extending available models of the mixing layer to the large density ratio present in a hydraulic jump, the air entrainment in this type of flows can be estimated. PIV measurements of the velocity field in an attatched deep-water hydraulic jump as well as high-speed visualizations are presented to support the proposed mechanism. The structure of this mixing layer collapses at a certain distance downstream, as the local Froude number decreases and buoyancy effects are no longer negligible. At this point, where the majority of air entrainment has occurred, this mechanism no longer contributes to the overal increase in void fraction.
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Authors
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Alberto Aliseda
Universidad Carlos III de Madrid
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Javier Rodriguez-Rodriguez
University of California, San Diego, Dept. of MAE, University of California, San Diego. La Jolla, CA, USA, Department of Mechanical and Aerospace Engineering, University of California, San Diego, 9500 Gilman Drive, La Jolla, CA 92093-0411, USA
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Juan Lasheras
University of California, San Diego, Dept. of MAE. University of California, San Diego