Technical Papers
Apr 10, 2012

Influence of Process Parameters on the Characteristics of Struvite Pellets

Publication: Journal of Environmental Engineering
Volume 138, Issue 12

Abstract

With an ever-increasing demand for phosphate-based fertilizer, new sustainable sources of phosphorus are warranted. Recent technologies have successfully demonstrated the possibility of recovering phosphorus from wastewater-treatment plants as struvite, which is also a ready-made, slow-release fertilizer. However, process parameters that influence the operation of crystallizers and production of good-quality struvite pellets have yet to be fully understood. This paper discusses the influence of process parameters on the characteristics of struvite pellets. Among the various process parameters, upflow velocity and flow patterns in the crystallizer were found to influence the size and shape of the pellets. In the range (1.5–7.1) tested, supersaturation ratio did not appear to influence the crushing strength of the pellets formed. Midsized pellets, in the 2.0–2.5-mm range, exhibited the highest crushing strengths. Higher magnesium concentration in the crystallizer was able to increase the crushing strength of struvite pellets by as much as 15–27%.

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Acknowledgments

The authors would like to thank The University of British Columbia, Natural Science and Engineering Research Council of Canada (NSERC), Greater Vancouver Regional District (GVRD), and Stantec Consulting Ltd., Vancouver, B.C., Canada, for their financial support toward this research. The authors are also very grateful to the staff at Lulu Island Wastewater Treatment Plant for their support and help during the study.

References

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Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 138Issue 12December 2012
Pages: 1200 - 1209

History

Received: Sep 29, 2011
Accepted: Mar 31, 2012
Published online: Apr 10, 2012
Published in print: Dec 1, 2012

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Authors

Affiliations

Kazi P. Fattah [email protected]
Assistant Professor, Dept. of Civil Engineering, American Univ. of Sharjah, P.O. Box 26666, Sharjah, United Arab Emirates (corresponding author). E-mail: [email protected]
Donald S. Mavinic [email protected]
Professor, Dept. of Civil Engineering, Univ. of British Columbia, 6250 Applied Science Lane, Vancouver, BC V6T1Z4, Canada. E-mail: [email protected]
Frederic A. Koch [email protected]
Research Associate, Dept. of Civil Engineering, Univ. of British Columbia, 6250 Applied Science Lane, Vancouver, BC V6T1Z4, Canada. E-mail: [email protected]

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