Research Article
Nov 1981
Buoyant Surface Jets
Authors: Gerhard H. Jirka, M.ASCE, Keith D. Stolzenbach, M.ASCE, and E. Eric Adams, AM.ASCEAuthor Affiliations
Publication: Journal of the Hydraulics Division
Volume 107, Issue 11
Abstract
A combination of dimensional analysis, simple physical reasoning and data inspection is used to define distinct geometrical properties and mixing characteristics within the near field of buoyant surface jets. For deep stagnant receiving water, the jet has a transition length, a maximum penetration depth and a limited dilution capacity which is primarily met through bottom entrainment. These characteristics are found to scale with a densimetric Froude number based on kinematic momentum and buoyancy fluxes and a characteristic source length. A criterion for shallow water is developed based on observations of reduced entrainment; relationships for shallow water dilution and bottom attachment lengths are given. A criterion is presented to distinguish free and shoreline-attached jets in crossflowing receiving water, and a simple trajectory relationship appears to describe jet trajectories in crossflowing deep receiving water.
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Published In
Journal of the Hydraulics Division
Volume 107 • Issue 11 • November 1981
Pages: 1467 - 1487
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Nov 1981
Published online: Feb 3, 2021
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Authors
Affiliations
Gerhard H. Jirka, M.ASCE
Asst. Prof., School of Civ. and Environmental Engrg., Cornell Univ., Ithaca, N.Y.
Keith D. Stolzenbach, M.ASCE
Assoc. Prof., Dept. of Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, Mass.
E. Eric Adams, AM.ASCE
Principal Research Engr. and Lect., Dept. of Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, Mass.
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