Remediation/Treatment Section
Organic matter removal under high loads in a fixed-bed sequencing batch reactor with peach pit as carrier
Article first published online: 10 AUG 2012
DOI: 10.1002/ep.11685
Copyright © 2012 American Institute of Chemical Engineers (AIChE)
Issue

Environmental Progress & Sustainable Energy
Early View (Online Version of Record published before inclusion in an issue)
Additional Information
How to Cite
Soltani, R. D. C., Rezaee, A., Godini, H., Khataee, A. R. and Jorfi, S. (2012), Organic matter removal under high loads in a fixed-bed sequencing batch reactor with peach pit as carrier. Environ. Prog. Sustainable Energy. doi: 10.1002/ep.11685
Publication History
- Article first published online: 10 AUG 2012
- Manuscript Accepted: 21 JUL 2012
- Manuscript Received: 4 JUN 2012
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Keywords:
- peach pit;
- sequencing batch reactor;
- organic loading rate;
- kinetic;
- synthetic wastewater
Abstract
In this study, the evaluation of organic matter removal at high loads from synthetic wastewater was performed using a Fixed-bed Sequencing Batch Reactor (FSBR), in which peach pits were used instead of conventional carriers. The FSBR performance on organic matter removal at different organic loading rates (2–12 kg COD m−3 d−1) was significant. Organic matter removal efficiency was >90% at a loading rate less than 7.2 kg COD m−3 d−1. When the organic loading was 12 kg COD m−3 d−1, organic matter removal in the FSBR and SBR reactors reached 71.84 and 56.57%, respectively, indicating that the FSBR performance is significantly higher than the SBR reactor. According to the higher efficiency of SBR with media, this comparison shows that bio-film bioactivity (7.06 ± 0.3 mg O2 mg-VSS−1 d−1) is significantly higher than suspended biomass bioactivity (2.92 ± 0.149 mg O2 mg-VSS−1 d−1). As the OLR increased from 3.4 to 10 kg COD m−3 d−1, the observed yield (Yobs), the specific biomass growth rate (μoveral) and the endogenous decay rate (kd) increased from 0.018 to 0.02 g VSS g−1 COD−1, 0.1 to 0.2 d−1, and from 0.082 to 0.067 d−1, respectively, while the solid retention time (SRT) decreased from 40 to 19.8 d. © 2012 American Institute of Chemical Engineers Environ Prog, 2012

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