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Characterization of domestic wastewater released from 'green' households and field study of the performance of onsite septic tanks retrofitted into aerobic bioreactors in cold climate.
Pishgar, Roya; Morin, Dean; Young, Shane J; Schwartz, Jon; Chu, Angus.
Afiliação
  • Pishgar R; Department of Civil Engineering, University of Calgary, Calgary, AB, Canada. Electronic address: roya.pishgar@ucalgary.ca.
  • Morin D; Administrator - Private Sewage Systems, Standards Development and Support - Mechanical, Alberta Municipal Affairs, Canada.
  • Young SJ; SepTech Solutions Canada, Inc., Edmonton, AB, Canada; SludgeHammer Group, LLC, USA.
  • Schwartz J; SepTech Solutions Canada, Inc., Edmonton, AB, Canada; SludgeHammer Group, LLC, USA.
  • Chu A; Department of Civil Engineering, University of Calgary, Calgary, AB, Canada.
Sci Total Environ ; 755(Pt 2): 142446, 2021 Feb 10.
Article em En | MEDLINE | ID: mdl-33039933
ABSTRACT
This study aimed to investigate the efficacy of private septic systems retrofitted into aerobic bioreactors with 'SludgeHammer' technology. In addition, the study attempted to characterize the strength of domestic wastewater released from 'green' households practicing water conservation strategies. Ten retrofitted onsite septic systems were studied in the Edmonton area, Alberta (AB) Canada during winter. These systems could remove BOD5 and TSS by 92 ± 5 and 92 ± 6% respectively which, according to Albertan regulatory standards, were characteristic removal efficiencies of the secondary treatment in the subsequent drain field. These removal efficiencies were remarkable given the strength of the influent wastewater. The raw wastewater carried significantly high pollutant concentrations (1160 ± 350 mg BOD5/L, 1653 ± 1174 mg TSS/L, 99 ± 19 mg NH4+-N/L, 100 ± 56 mg TN/L, and 39 ± 28 mg PO43--P/L), characterizing it as high-strength domestic wastewater. Mixing provided by the aerator could only suspend 1/34th (3% m/m) of the solids in the bioreactor and consequently released significantly low solid concentrations (195 ± 206 mg TSS/L) into the final treatment component. As such, this technology did not impair the natural function of septic tanks or did not create any unintended excessive solid loading on drain field as a consequence of the added mixing energies provided by the active aeration. Nitrogen balance suggested the possibility of simultaneous nitrification and denitrification (SND) in the aerobic bioreactors. In some cases, PO43--P removal efficiency was as high as that in enhanced biological phosphate removal (EBPR) process (81-97%). Phosphorus balance estimated that non-assimilative pathways (i.e., EBPR + biologically induced phosphate precipitation (BIPP)) contributed 50-99% to overall phosphorus removal in the system. Long HRTs, high influent BOD5 and anaerobic/aerobic zoning in the bioreactor most likely provided favorable conditions for SND and high phosphorus removal efficiencies in the retrofitted onsite wastewater treatment systems (OWTS).
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Texto completo: 1 Base de dados: MEDLINE Assunto principal: Desnitrificação / Águas Residuárias Tipo de estudo: Guideline País como assunto: America do norte Idioma: En Ano de publicação: 2021 Tipo de documento: Article

Texto completo: 1 Base de dados: MEDLINE Assunto principal: Desnitrificação / Águas Residuárias Tipo de estudo: Guideline País como assunto: America do norte Idioma: En Ano de publicação: 2021 Tipo de documento: Article