TECHNICAL PAPERS
May 1, 1987

Initial Dilution of Horizontal Jet in Crossflow

Publication: Journal of Hydraulic Engineering
Volume 113, Issue 5

Abstract

Available data on the initial dilution of a horizontal round buoyant jet in a perpendicular crossflow are successfully interpreted using length scales and mathematical models. The database consists of in situ measurements of surface dilution in the sewage boil at a number of sea outfalls in the United Kingdom, as well as limited laboratory experimental data. Simple equations for the prediction of minimum initial dilution in an ambient current are well‐supported by the collective data. The dilution constants obtained are comparable to but greater than those derived from previous laboratory experiments of a vertical negatively buoyant jet in a crossflow. A correlation for the downstream location of minimum dilution is also provided. The results reported herein can be readily used in outfall design.

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References

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2.
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3.
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4.
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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 113Issue 5May 1987
Pages: 615 - 629

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Published online: May 1, 1987
Published in print: May 1987

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Authors

Affiliations

Joseph H. W. Lee, A. M. ASCE
Lect., Dept. of Civ. Engrg., Univ. of Hong Kong, Hong Kong
Peter Neville‐Jones
Section Leader on Sea Outfalls, Water Research Centre, Swindon, England

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