TECHNICAL PAPERS
Jan 15, 2003

Sensitivity Analysis and Comparative Performance of Outfalls with Single Buoyant Plumes

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Publication: Journal of Environmental Engineering
Volume 129, Issue 2

Abstract

This paper presents a new approach to analyze the performance of outfalls with single buoyant plumes in flowing ambient sea water, taking into account all three dilution mechanisms: the initial, the dispersion, and the effective dilution due to the decay of nonconservative substances. Simultaneous consideration of all dilution mechanisms, study of their functional relationships, sensitivity analysis of outfall behavior, and graphical presentation of the results, allows recognition of patterns of practical importance that remain otherwise obscure. The generated graphs afford an overview of the relative performance of outfalls with a single port and perpendicular line diffusers over a broad range of operating conditions, and portray the sensitivity of the single-port outfall behavior. The results show that, contrary to common belief, outfalls with a single port outperform those with perpendicular line diffusers over a broad range of operating conditions. They also show that higher rather than lower current speed is the critical factor in the design of single-port outfalls. These findings affect the construction cost of outfall systems and bear a significant impact on the sizing of new outfalls as well as on the performance evaluation of existing ones.

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References

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Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 129Issue 2February 2003
Pages: 169 - 178

History

Received: Oct 11, 2000
Accepted: Mar 18, 2002
Published online: Jan 15, 2003
Published in print: Feb 2003

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Authors

Affiliations

Maria A. Economopoulou
Environmental Engineering Dept., Technical Univ. of Crete, Chania 731 00, Greece.
Alexia A. Economopoulou
Ministry for the Environment, Physical Planning and Public Works, 15 Amaliados Str., Athens 11523, Greece.
Alexander P. Economopoulos
Environmental Engineering Dept., Technical Univ. of Crete, Chania 731 00, Greece.

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