Mainstream short-cut N removal modelling: current status and perspectives

Author:

Kirim Gamze12ORCID,McCullough Kester34ORCID,Bressani-Ribeiro Thiago5ORCID,Domingo-Félez Carlos6ORCID,Duan Haoran7ORCID,Al-Omari Ahmed8,De Clippeleir Haydee9ORCID,Jimenez Jose8ORCID,Klaus Stephanie4ORCID,Ladipo-Obasa Mojolaoluwa910ORCID,Mehrani Mohamad-Javad1112ORCID,Regmi Pusker8,Torfs Elena1314ORCID,Volcke Eveline I. P.513ORCID,Vanrolleghem Peter A.12ORCID

Affiliation:

1. a modelEAU, Université Laval, 1065 avenue de la Médecine, Québec, QC G1 V 0A6, Canada

2. b CentrEau, Quebec Water Research Centre, 1065 avenue de la Médecine, Québec, QC G1 V 0A6, Canada

3. c School of Civil and Environmental Engineering, Cornell University, Ithaca, NY 14853, USA

4. d Hampton Roads Sanitation District, 1434 Air Rail Ave., Virginia Beach, VA 23455, USA

5. e BioCo Research Group, Department of Green Chemistry and Technology, Ghent University, Coupure Links 653, Gent 9000, Belgium

6. f Department of Environmental Engineering, Technical University of Denmark, Kongens Lyngby 2800, Denmark

7. g Australian Centre for Water and Environmental Biotechnology, The University of Queensland, Brisbane, QLD 4072, Australia

8. h Brown and Caldwell, 1725 Duke St. Suite 250, Alexandria, VA 22314, USA

9. i DC Water and Sewer Authority, 5000 Overlook Ave., SW., Washington, DC 20032, USA

10. j Department of Civil & Environmental Engineering, The George Washington University, 800 22nd Street NW, Washington, DC 20037, USA

11. k Faculty of Civil and Environmental Engineering, Gdansk University of Technology, Ul. Narutowicza 11/12, Gdansk 80-233, Poland

12. n Department of Urban Water and Waste Management, University of Duisburg-Essen, Universit¨atsstraße 15, 45141, Essen, Germany

13. l Centre for Advanced Process Technology for Urban Resource recovery (CAPTURE), Frieda Saeysstraat 1, Gent 9000, Belgium

14. m BIOMATH, Faculty of Bioscience Engineering, Ghent University, Coupure Links 653, Gent 9000, Belgium

Abstract

Abstract This work gives an overview of the state-of-the-art in modelling of short-cut processes for nitrogen removal in mainstream wastewater treatment and presents future perspectives for directing research efforts in line with the needs of practice. The modelling status for deammonification (i.e., anammox-based) and nitrite-shunt processes is presented with its challenges and limitations. The importance of mathematical models for considering N2O emissions in the design and operation of short-cut nitrogen removal processes is considered as well. Modelling goals and potential benefits are presented and the needs for new and more advanced approaches are identified. Overall, this contribution presents how existing and future mathematical models can accelerate successful full-scale mainstream short-cut nitrogen removal applications.

Publisher

IWA Publishing

Subject

Water Science and Technology,Environmental Engineering

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