title: Potential of hydrolysis of particulate COD in extended anaerobic conditions to enhance biological phosphorous removal.
abstract: The effect of anaerobic hydrolysis of particulate COD (pCOD) on biological phosphorous removal in extended anaerobic condition was investigated through (i) sequencing batch reactors (SBR)s with anaerobic hydraulic retention time (HRT) of 0.8, 2, and 4 h; (ii) batch tests using biomass from a full scale biological nutrient removal (BNR) plant; and (iii) activated sludge modeling (BioWin 4.1 simulation). The results from long-term SBRs operation showed that phosphorus removal was correlated to the ratio of filtered COD (FCOD) to total phosphorus (TP) in the influent. Under conditions with low FCOD/TP ratio (average of 20) in the influent, extending anaerobic HRT to 4 h in the presence of pCOD did not significantly improve overall phosphorous removal. During the period with high FCOD/TP ratio (average of 37) in the influent, all SBRs removed phosphorous completely, and the long anaerobic HRT did not have negative effect on overall phosphorous removal. The batch tests also showed that pCOD at different concentration during 4 h test did not affect the rate of anaerobic phosphorus release. The rate of anaerobic hydrolysis of pCOD was significantly low and extending the anaerobic HRT was ineffective. The simulation (BioWin 4.1) of SBRs with low influent FCOD/TP ratio showed that the default kinetics of anaerobic hydrolysis in ASM2d overestimated phosphorous removal in the SBRs (high anaerobic hydrolysis of pCOD). The default anaerobic hydrolysis rate in BioWin 4.1 (ten times lower) could produce similar phosphorous removal to that in the experiment. Results showed that the current kinetics of anaerobic hydrolysis in ASM2d could lead to considerable error in predicting phosphorus removal in processes with extended anaerobic HRT. Biotechnol. Bioeng. 2016;113: 2377-2385. © 2016 Wiley Periodicals, Inc.
authors.affiliation: Department of Civil Engineering, University of Manitoba, 15 Gillson St., EITC Bldg E1-368, Winnipeg, MB, Canada, R3T5V6. umjabari@myumanitoba.ca.
authors.forename: P
authors.initials: P
authors.lastname: Jabari
authors.affiliation: Department of Civil Engineering, University of Manitoba, 15 Gillson St., EITC Bldg E1-368, Winnipeg, MB, Canada, R3T5V6.
authors.forename: Q
authors.initials: Q
authors.lastname: Yuan
authors.affiliation: Department of Civil Engineering, University of Manitoba, 15 Gillson St., EITC Bldg E1-368, Winnipeg, MB, Canada, R3T5V6.
authors.forename: J A
authors.initials: JA
authors.lastname: Oleszkiewicz
mesh_terms: D000693:Anaerobiosis; D001673:Biodegradation, Environmental; D057919:Biological Oxygen Demand Analysis / Q000379:methods; D019149:Bioreactors / Q000382:microbiology; D003198:Computer Simulation; D006868:Hydrolysis; D008954:Models, Biological; D010100:Oxygen / Q000378:metabolism*; D052638:Particulate Matter / Q000378:metabolism*; D010758:Phosphorus; D012722:Sewage / Q000382:microbiology*; D014874:Water Pollutants, Chemical / Q000302:isolation & purification / Q000378:metabolism*; D018508:Water Purification / Q000379:methods*
chemical_list: D052638:Particulate Matter; D012722:Sewage; D014874:Water Pollutants, Chemical; D010758:Phosphorus; D010100:Oxygen
keywords: activated sludge modeling; anaerobic; biological phosphorous removal; hydrolysis; particulate COD