TECHNICAL PAPERS
Mar 1, 2008

Simultaneous Removal of Nitrogen and Phosphorous from Municipal Wastewater Using Continuous-Flow Integrated Biological Reactor

Publication: Journal of Environmental Engineering
Volume 134, Issue 3

Abstract

A pilot-scale experiment was carried out to study the simultaneous removal of nitrogen and phosphorous from municipal wastewater by an innovative continuous-flow integrated biological reactor (CIBR) process. A three-phase separator was used in the CIBR process, which not only saved energy consumption of sludge returning, but also solved the sludge–gas separating problem. The optimal working condition was 2h aeration, 1h agitation, and 1h settling, with an energy consumption of 0.23kWhm3 . The average removal of chemical oxygen demand (COD), ammonia nitrogen (NH4+N) , total nitrogen (TN), and total phosphorus (TP) under the optimal conditions were 72.87, 75.23, 61.25, and 68.25%, respectively. The distributing rules of dissolved oxygen, pH, mixed liquid suspended solid, COD, NH4+N , NO3N , TN, and TP in each phase of CIBR was studied. It was indicated that the appropriate condition was created for the simultaneous removal of nitrogen and phosphorus in the integrated reactor. The study demonstrated the feasibility of using CIBR process for simultaneous removal of nitrogen and phosphorus at the average temperature 12.2°C.

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Acknowledgments

This project was funded by the High Technology Research Development Plan (HTRDP) of China (No. 2003AA601110 and No. 2005AA601060). The kind help from Mr. Piotr Grabowiecki (University of Edinburgh, Scotland, U.K.) and Mr. David Oliver (Queen Margaret University, Scotland, U.K.) were gratefully acknowledged.

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Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 134Issue 3March 2008
Pages: 169 - 176

History

Received: Nov 27, 2006
Accepted: Sep 18, 2007
Published online: Mar 1, 2008
Published in print: Mar 2008

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Authors

Affiliations

Lixiang Liu
Ph.D. Student, Dept. of Civil Engineering, School of Environmental Science and Engineering, Huazhong Univ. of Science and Technology, Wuhan, 430074, P.R. China. E-mail: [email protected]
Beiping Zhang
Professor, Dept. of Civil Engineering, School of Environmental Science and Engineering, Huazhong Univ. of Science and Technology, Wuhan, 430074, P.R. China (corresponding author). E-mail: [email protected]
Xiaohui Wu
Lecturer, Dept. of Civil Engineering, School of Environmental Science and Engineering, Huazhong Univ. of Science and Technology, Wuhan, 430074, P.R. China. E-mail: [email protected]
Gang Yan
MSc Student, Dept. of Civil Engineering, School of Environmental Science and Engineering, Huazhong Univ. of Science and Technology, Wuhan, 430074, P.R. China. E-mail: [email protected]
Xiejuan Lu
Ph.D. Student, Dept. of Civil Engineering, School of Environmental Science and Engineering, Huazhong Univ. of Science and Technology, Wuhan, 430074, P.R. China. E-mail: [email protected]

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