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- Publisher Website: 10.2166/wst.2010.886
- Scopus: eid_2-s2.0-85000257610
- PMID: 20150703
- WOS: WOS:000274444500014
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Article: A membrane bioreactor for an innovative biological nitrogen removal process
Title | A membrane bioreactor for an innovative biological nitrogen removal process | ||||||||
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Authors | |||||||||
Keywords | Biological nitrification-denitrification Biological wastewater treatment Intermediate settler Membrane bioreactor (MBR) Nitrogen removal | ||||||||
Issue Date | 2010 | ||||||||
Publisher | IWA Publishing. The Journal's web site is located at http://www.iwapublishing.com/template.cfm?name=iwapwst | ||||||||
Citation | Water Science And Technology, 2010, v. 61 n. 3, p. 671-676 How to Cite? | ||||||||
Abstract | A hybrid system has been developed for biological nitrogen removal through nitrification-denitrification. The system includes an aerobic tank and an anoxic tank with an intermediate sludge settler connected to a membrane bioreactor (MBR) with a submerged 0.4 μm hollow-fiber membrane module. The laboratory system has a total working volume of 6.5 L treating a glucose-based synthetic wastewater. The experimental results demonstrate that the new process is highly effective for simultaneous organic and nitrogen removal. During the stationary operation, a sludge SS (suspended solids) concentration of 6 g/L or higher can be maintained in the reactors. The system has a COD (chemical oxygen demand) loading rate of up to 2,100 mg/L-d and a total nitrogen loading rate of up to 170mgN/L-d. More than 95% COD can be degraded, and the total nitrogen removal efficiency can be 90% or higher as the nitrogen is reduced from 100 to around 7.5 mg/L. A high quality effluent is produced with a SS of less than 1 mg/L. With the MBR, organic degradation, nitrogen removal and sludge-liquid separation can be well achieved within a short HRT of about 10 hr. © IWA Publishing 2010. | ||||||||
Persistent Identifier | http://hdl.handle.net/10722/132397 | ||||||||
ISSN | 2023 Impact Factor: 2.5 2023 SCImago Journal Rankings: 0.554 | ||||||||
ISI Accession Number ID |
Funding Information: This research was supported by URC funding from The University of Hong Kong, Grant HKU7149/06E from Research Grants Council (RGC) and Special Equipment Grant SEG_HKU10 from the University Grants Council (UGC) of the Hong Kong SAR Government. The technical assistance of Mr. Keith C.H. Wong is highly appreciated. | ||||||||
References | |||||||||
Grants |
DC Field | Value | Language |
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dc.contributor.author | Chen, W | en_HK |
dc.contributor.author | Sun, FY | en_HK |
dc.contributor.author | Wang, XM | en_HK |
dc.contributor.author | Li, XY | en_HK |
dc.date.accessioned | 2011-03-28T09:24:07Z | - |
dc.date.available | 2011-03-28T09:24:07Z | - |
dc.date.issued | 2010 | en_HK |
dc.identifier.citation | Water Science And Technology, 2010, v. 61 n. 3, p. 671-676 | en_HK |
dc.identifier.issn | 0273-1223 | en_HK |
dc.identifier.uri | http://hdl.handle.net/10722/132397 | - |
dc.description.abstract | A hybrid system has been developed for biological nitrogen removal through nitrification-denitrification. The system includes an aerobic tank and an anoxic tank with an intermediate sludge settler connected to a membrane bioreactor (MBR) with a submerged 0.4 μm hollow-fiber membrane module. The laboratory system has a total working volume of 6.5 L treating a glucose-based synthetic wastewater. The experimental results demonstrate that the new process is highly effective for simultaneous organic and nitrogen removal. During the stationary operation, a sludge SS (suspended solids) concentration of 6 g/L or higher can be maintained in the reactors. The system has a COD (chemical oxygen demand) loading rate of up to 2,100 mg/L-d and a total nitrogen loading rate of up to 170mgN/L-d. More than 95% COD can be degraded, and the total nitrogen removal efficiency can be 90% or higher as the nitrogen is reduced from 100 to around 7.5 mg/L. A high quality effluent is produced with a SS of less than 1 mg/L. With the MBR, organic degradation, nitrogen removal and sludge-liquid separation can be well achieved within a short HRT of about 10 hr. © IWA Publishing 2010. | en_HK |
dc.language | eng | en_US |
dc.publisher | IWA Publishing. The Journal's web site is located at http://www.iwapublishing.com/template.cfm?name=iwapwst | en_HK |
dc.relation.ispartof | Water Science and Technology | en_HK |
dc.subject | Biological nitrification-denitrification | en_HK |
dc.subject | Biological wastewater treatment | en_HK |
dc.subject | Intermediate settler | en_HK |
dc.subject | Membrane bioreactor (MBR) | en_HK |
dc.subject | Nitrogen removal | en_HK |
dc.title | A membrane bioreactor for an innovative biological nitrogen removal process | en_HK |
dc.type | Article | en_HK |
dc.identifier.email | Wang, XM: wangxm@hku.hk | en_HK |
dc.identifier.email | Li, XY: xlia@hkucc.hku.hk | en_HK |
dc.identifier.authority | Wang, XM=rp01452 | en_HK |
dc.identifier.authority | Li, XY=rp00222 | en_HK |
dc.description.nature | link_to_subscribed_fulltext | en_US |
dc.identifier.doi | 10.2166/wst.2010.886 | en_HK |
dc.identifier.pmid | 20150703 | - |
dc.identifier.scopus | eid_2-s2.0-85000257610 | en_HK |
dc.identifier.hkuros | 178450 | - |
dc.relation.references | http://www.scopus.com/mlt/select.url?eid=2-s2.0-77950472336&selection=ref&src=s&origin=recordpage | en_HK |
dc.identifier.volume | 61 | en_HK |
dc.identifier.issue | 3 | en_HK |
dc.identifier.spage | 671 | en_HK |
dc.identifier.epage | 676 | en_HK |
dc.identifier.isi | WOS:000274444500014 | - |
dc.publisher.place | United Kingdom | en_HK |
dc.relation.project | Environmental Bio-Nano Interface (EBNI) Characterization System | - |
dc.identifier.scopusauthorid | Chen, W=7409642975 | en_HK |
dc.identifier.scopusauthorid | Sun, FY=16064782300 | en_HK |
dc.identifier.scopusauthorid | Wang, XM=23092524200 | en_HK |
dc.identifier.scopusauthorid | Li, XY=26642887900 | en_HK |
dc.identifier.issnl | 0273-1223 | - |