Technical Papers
Jan 28, 2017

Multiport Diffusers for Dense Discharge in Flowing Ambient Water

Publication: Journal of Hydraulic Engineering
Volume 143, Issue 6

Abstract

Experiments are reported on multiport diffusers typical of brine disposal from desalination plants discharging into flowing currents. Diffusers discharging from one side into coflowing and counterflowing currents and from both sides were tested. A three-dimensional laser-induced fluorescence system was used to determine bottom impact dilution, impact location, and rise height. The results were plotted in dimensionless form as functions of port spacing and current speed parameters and empirical equations were fitted. As the current speed increased, the impact location was swept farther downstream, rise height decreased, and impact dilution increased. The merging of closely spaced jets prevents intrusion into the space between the ascending and descending regions, which can alter the flow fields. The results did not become independent of port spacing, at least within the parameter ranges studied and the experimental uncertainty. Raising the diffuser above the bed, which allowed the flow to pass beneath it, can affect the flow patterns significantly. Dilutions were not significantly affected, however, possibly because the nozzles were elevated above the pipe with a spacing that allowed passage of entrained flow between them. The dependence of the observed flow patterns on relatively small changes in source conditions should be considered in diffuser designs to avoid constricting the diluting entrainment flow.

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Acknowledgments

The authors are indebted to Varun Ghandi for his help in conducting the laboratory experiments, Andy Udell for constructing the model diffusers, and the U.S. Bureau of Reclamation for financial support.

References

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 143Issue 6June 2017

History

Received: Apr 1, 2016
Accepted: Sep 16, 2016
Published online: Jan 28, 2017
Published in print: Jun 1, 2017
Discussion open until: Jun 28, 2017

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Authors

Affiliations

Ozeair Abessi, Aff.M.ASCE
Assistant Professor, School of Civil and Environmental Engineering, Babol Noshirvani Univ. of Technology, 47148 71167 Babol, Iran.
Philip J. W. Roberts, F.ASCE [email protected]
Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332 (corresponding author). E-mail: [email protected]

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