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Improving phosphorus removal of conventional septic tanks by a recirculating steel slag filter
Author(s) -
Dominique Claveau-Mallet,
Félix Lida,
Yves Comeau
Publication year - 2015
Publication title -
water quality research journal
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.339
H-Index - 44
eISSN - 2408-9443
pISSN - 1201-3080
DOI - 10.2166/wqrjc.2015.045
Subject(s) - septic tank , effluent , phosphorus , environmental science , infiltration (hvac) , wastewater , filter (signal processing) , slag (welding) , environmental engineering , chemistry , waste management , pulp and paper industry , materials science , metallurgy , engineering , organic chemistry , electrical engineering , composite material
The objective of this project was to increase the phosphorus (P) retention capacity of a conventional septic tank by adding a recirculating slag filter. Two recirculation modes and recirculation ratios from 5 to 50% were tested in the laboratory with reconstituted domestic wastewater. The best system was recirculation from the end to the inlet of the second compartment of a septic tank with a 50% recirculation ratio in the slag filter, achieving 4.2 and 1.9 mg P/L at the effluent for total phosphorus (TP) and orthophosphate (o-PO4), respectively, and a pH of 8.8. The calculated size of the slag filter for a two-bedroom house application was 1,875 kg for an expected lifetime of 2 years. The 1 mg P/L level goal was not reached, but P precipitation may be favoured by the relatively high effluent pH reaching the infiltration bed.

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