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Lookup NU author(s): Florence Jong, Stephen Edwards, Professor David GrahamORCiD
This work is licensed under a Creative Commons Attribution 4.0 International License (CC BY 4.0).
Enhanced aerobic/anoxic Downflow Hanging Sponge (DHS) bioreactors were assessed for carbon (C) and total nitrogen (TN) removal for decentralised domestic wastewater treatment applications. The initial design included upper aerobic and lower anoxic sponge layers, and effluent recirculation, and achieved >80% CODs and >90% NH4-N removal. However, effluent TN was higher. It was concluded the anoxic layer was C-limited for denitrification, therefore an influent bypass was added to the anoxic layer to provide supplemental C. Differed bypass ratios were compared, including 0%, 10%, 20% and 30% (% of total influent), and effluent TN declined with increasing bypass; i.e., 50.1 ± 23.3 mg-N/L, 49.9 ± 27.8 mg-N/L, 31.9 ± 18.4 mg-N/L and 10.7 ± 5.8 mg-N/L, respectively, and all reactors removed >80% CODs. This design has potential because it uses limited energy, tolerates variable flows, and simultaneously removes C and TN; all key for effective decentralised treatment applications.
Author(s): Bundy CA, Wu D, Jong M-C, Edwards SR, Ahammad ZS, Graham DW
Publication type: Article
Publication status: Published
Journal: Bioresource Technology
Year: 2017
Volume: 226
Pages: 1-8
Print publication date: 01/02/2017
Online publication date: 02/12/2016
Acceptance date: 30/11/2016
Date deposited: 12/12/2016
ISSN (print): 0960-8524
ISSN (electronic): 1873-2976
Publisher: Elsevier
URL: http://dx.doi.org/10.1016/j.biortech.2016.11.122
DOI: 10.1016/j.biortech.2016.11.12
Data Access Statement:
PubMed id: 27951508
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