The combined application of sludge treatment reed bed and freezing bed technology has been demonstrated to effectively dewater septage year-round under cold climate conditions in a 5-year field scale trial. Solid and hydraulic loading rates were varied from 43 to 147 kg total solids (TS)/m2/year and 1·9 to 5·9 m/year to two 187 m2 planted and one 187 m2 unplanted systems. Winter freeze–thaw conditioning was shown to consistently double filter drainage rates in spring compared with summer operating conditions at equivalent hydraulic head, indicating that freeze–thaw conditioning can restore bed hydraulic conductivity and mitigate the risk of clogging. No significant effect on system drainage was observed between planted and unplanted systems, between 7 and 21 d of dosing cycles or with solid loading rates between 49 and 144 kg TS/m2/year. However, drainage rates were shown to vary significantly with the hydraulic loading rate. A design loading rate of 2·9 m/year is recommended for septage treatment in reed bed systems operating in cold climates.
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26 March 2018
Research Article|
October 17 2017
Hydraulic performance of a reed bed/freezing bed technology for septage dewatering
Christopher Kinsley, PEng;
Department of Civil Engineering, University of Ottawa, ON, Canada
(corresponding author: ckinsley@uottawa.ca)
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Kevin Kennedy;
Kevin Kennedy
Professor
Department of Civil Engineering, University of Ottawa, ON, Canada
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Anna Crolla, PEng
Anna Crolla, PEng
Professor
Ontario Rural Wastewater Centre, University of Guelph-Campus d’Alfred, Guelph, ON, Canada
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(corresponding author: ckinsley@uottawa.ca)
Publisher: Emerald Publishing
Received:
May 08 2017
Accepted:
September 15 2017
Online ISSN: 1496-256X
Print ISSN: 1496-2551
ICE Publishing: All rights reserved
2018
Journal of Environmental Engineering and Science (2018) 13 (1): 17–26.
Article history
Received:
May 08 2017
Accepted:
September 15 2017
Citation
Kinsley C, Kennedy K, Crolla A (2018), "Hydraulic performance of a reed bed/freezing bed technology for septage dewatering". Journal of Environmental Engineering and Science, Vol. 13 No. 1 pp. 17–26, doi: https://doi.org/10.1680/jenes.17.00014
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