Abstract
This study was conducted to evaluate the kinetics of simultaneous removal of COD, NH4 +-N and Mn2+ in a biological aerated filter (BAF) system. The evaluation was performed in a BAF system under various conditions of organic loading rates (OLRs) (0.2-1.0 kg COD/m3 d), aeration rates (ARs) (0-2 L/min) and hydraulic retention times (HRTs) (6-24 h). Increasing the OLR and AR in the BAF system increased simultaneous COD, NH 4 +-N and Mn2+ removal. Meanwhile, decreasing the HRT resulted in an insignificant impact on COD and NH4 +-N removal, but Mn2+ removal was significantly affected. The Monod model was used to estimate the kinetic coefficients of μmax and KS for the three substrates, i.e. COD, NH 4 +-N and Mn2+. The kinetic coefficients were found to be 0.28 d-1 (μmax,COD) and 5.1 mg-COD/L (KS,COD) for COD, 0.17 d -1 (μmax,NH4+-N) and 0.03 mg-N/L (K S,NH4+-N) for NH4 +-N, and 0.28 d-1 (μmax,M2+) and 0.03 mg-Mn2+/L (KS,M2+) for Mn2+. From the Monod parameter estimation, the specific growth rate of biomass cells was adequately predicted for high quality effluent of simultaneous COD, NH4 +-N and Mn2+ removal.
| Original language | English |
|---|---|
| Pages (from-to) | 56-64 |
| Number of pages | 9 |
| Journal | Separation and Purification Technology |
| Volume | 130 |
| DOIs | |
| Publication status | Published - 10 Jun 2014 |
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Keywords
- Biological aerated filter
- Drinking water treatment
- Kinetic evaluation
- Simultaneous ammonia and manganese removal
ASJC Scopus subject areas
- Analytical Chemistry
- Filtration and Separation
Cite this
Kinetic evaluation of simultaneous COD, ammonia and manganese removal from drinking water using a biological aerated filter system. / Abu Hasan, Hassimi; Sheikh Abdullah, Siti Rozaimah; Kamarudin, Siti Kartom; Tan Kofli, Noorhisham; Anuar, Nurina.
In: Separation and Purification Technology, Vol. 130, 10.06.2014, p. 56-64.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - Kinetic evaluation of simultaneous COD, ammonia and manganese removal from drinking water using a biological aerated filter system
AU - Abu Hasan, Hassimi
AU - Sheikh Abdullah, Siti Rozaimah
AU - Kamarudin, Siti Kartom
AU - Tan Kofli, Noorhisham
AU - Anuar, Nurina
PY - 2014/6/10
Y1 - 2014/6/10
N2 - This study was conducted to evaluate the kinetics of simultaneous removal of COD, NH4 +-N and Mn2+ in a biological aerated filter (BAF) system. The evaluation was performed in a BAF system under various conditions of organic loading rates (OLRs) (0.2-1.0 kg COD/m3 d), aeration rates (ARs) (0-2 L/min) and hydraulic retention times (HRTs) (6-24 h). Increasing the OLR and AR in the BAF system increased simultaneous COD, NH 4 +-N and Mn2+ removal. Meanwhile, decreasing the HRT resulted in an insignificant impact on COD and NH4 +-N removal, but Mn2+ removal was significantly affected. The Monod model was used to estimate the kinetic coefficients of μmax and KS for the three substrates, i.e. COD, NH 4 +-N and Mn2+. The kinetic coefficients were found to be 0.28 d-1 (μmax,COD) and 5.1 mg-COD/L (KS,COD) for COD, 0.17 d -1 (μmax,NH4+-N) and 0.03 mg-N/L (K S,NH4+-N) for NH4 +-N, and 0.28 d-1 (μmax,M2+) and 0.03 mg-Mn2+/L (KS,M2+) for Mn2+. From the Monod parameter estimation, the specific growth rate of biomass cells was adequately predicted for high quality effluent of simultaneous COD, NH4 +-N and Mn2+ removal.
AB - This study was conducted to evaluate the kinetics of simultaneous removal of COD, NH4 +-N and Mn2+ in a biological aerated filter (BAF) system. The evaluation was performed in a BAF system under various conditions of organic loading rates (OLRs) (0.2-1.0 kg COD/m3 d), aeration rates (ARs) (0-2 L/min) and hydraulic retention times (HRTs) (6-24 h). Increasing the OLR and AR in the BAF system increased simultaneous COD, NH 4 +-N and Mn2+ removal. Meanwhile, decreasing the HRT resulted in an insignificant impact on COD and NH4 +-N removal, but Mn2+ removal was significantly affected. The Monod model was used to estimate the kinetic coefficients of μmax and KS for the three substrates, i.e. COD, NH 4 +-N and Mn2+. The kinetic coefficients were found to be 0.28 d-1 (μmax,COD) and 5.1 mg-COD/L (KS,COD) for COD, 0.17 d -1 (μmax,NH4+-N) and 0.03 mg-N/L (K S,NH4+-N) for NH4 +-N, and 0.28 d-1 (μmax,M2+) and 0.03 mg-Mn2+/L (KS,M2+) for Mn2+. From the Monod parameter estimation, the specific growth rate of biomass cells was adequately predicted for high quality effluent of simultaneous COD, NH4 +-N and Mn2+ removal.
KW - Biological aerated filter
KW - Drinking water treatment
KW - Kinetic evaluation
KW - Simultaneous ammonia and manganese removal
UR - http://www.scopus.com/inward/record.url?scp=84899879204&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84899879204&partnerID=8YFLogxK
U2 - 10.1016/j.seppur.2014.04.016
DO - 10.1016/j.seppur.2014.04.016
M3 - Article
AN - SCOPUS:84899879204
VL - 130
SP - 56
EP - 64
JO - Separation and Purification Technology
JF - Separation and Purification Technology
SN - 1383-5866
ER -