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- In relation to this article, we declare that there is no conflict of interest.
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Received July 29, 2014
Accepted June 20, 2015
- This is an Open-Access article distributed under the terms of the Creative Commons Attribution Non-Commercial License (http://creativecommons.org/licenses/bync/3.0) which permits unrestricted non-commercial use, distribution, and reproduction in any medium, provided the original work is properly cited.
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Evaluation of multiloop chemical dosage control strategies for total phosphorus removal of enhanced biological nutrient removal process
Prithvi Sai Nadh Garikiparthy
Seung Chul Lee
Hongbin Liu
Srinivas Sahan Kolluri
Iman Janghorban Esfahani
Chang Kyoo Yoo†
Department of Environmental Science and Engineering, Center for Environmental Studies, College of Engineering, Kyung Hee University, Seocheon-dong 1, Giheung-gu, Yongin-si, Gyeonggi-do 446-701, Korea
Korean Journal of Chemical Engineering, January 2016, 33(1), 14-24(11), 10.1007/s11814-015-0132-9
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Abstract
We developed several control algorithms and compare their control performances for controlling the total phosphorous (TP) concentration in wastewater treatment plant, which has strong influent disturbances and the disturbance effects should be removed while maintaining better effluent quality. An anaerobic . anoxic - oxic (AAO) process, which is a well-known advanced nutrient removal process, was selected as a case study, which is modeled with activated sludge model no. 2. Six control strategies for TP control with a polymer addition were implemented in AAO process and evaluated by the plant’s performance, where the costs of the dosed chemical were compared among the six controllers. The experimental work showed that the advanced control techniques with feedback, feedforward and feedratio controllers were able to control the TP concentration in the effluent, which must be less than 1.50 g P/m3 which is the legal limitation, while reducing the necessary chemical cost. The results showed that the best TP removal performance in the effluent TP removal could be achieved by advanced feedback controller with the tuned control parameters, which showed the best effluent quality and control performance index as well as the cheapest cost of chemical dosage among the six TP control strategies.
Keywords
References
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Hauduc H, Gillot S, Rieger L, Ohtsuki T, Shaw A, Takacs I, Winkler S, Water Sci. Technol., 60, 1943 (2009)
Liu H, Chang KH, Yoo C, Des. Water Treat., 43, 138 (2012)
Raduly B, Gernaey KV, Capodaglio AG, Mikkelsen PS, Henze M, Environ. Modelling Software, 22, 1208 (2007)
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O’Dwyer A, Handbook of pi and pid controller tuning rules, World Scientific (2006).
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Ma Y, Peng YZ, Wang XL, Desalination, 246(1-3), 534 (2009)
Gernaey K, Mussati M, Yuan Z, Nielsen MK, Jorgensen SB, Control strategy evaluation for combined n and p removal using a benchmark wastewater treatment plant, 15th Triennial World Congress of International Federation of Automatic Control, 21-26 (2002).
Liu H, Yoo CK, Korean J. Chem. Eng., 28(3), 667 (2011)
Gerber A, Mostert E, Winter C, De Villiers R, Water Sci. Technol., 19, 183 (1987)
Ingildsen P, Realising full-scale control in wastewater treatment systems using in situ nutrient sensors, Lund University (2002).
Takacs I, Patry GG, Nolasco D, Water Res., 25, 1263 (1991)
Copp J, Eur 19993-cost action 624-the cost simulation benchmarkdescription and simulator manual, European Communities. Luxembourg manual, European Communities. Luxembourg.
Henze M, Gujer W, Mino T, Matsuo T, Wentzel MC, Marais GVR, Van Loosdrecht MCM, Water Sci. Technol., 39, 165 (1999)
Morse G, Brett S, Guy J, Lester J, Sci. Total Environ., 212, 69 (1998)
Skogestad S, J. Process Control, 13(4), 291 (2003)
Panda RC, Chem. Eng. Sci., 64(12), 2807 (2009)
Sung SW, Lee J, Lee IB, Process identification and pid control, John Wiley & Sons (2009).
Seborg DE, Mellichamp DA, Edgar TF, Doyle III FJ, Process dynamics and control, Wiley (2010).
Alex J, Benedetti L, Copp J, Gernaey K, Jeppsson U, Nopens I, Pons M, Rieger L, Rosen C, Steyer J, Report by the IWA Taskgroup on Benchmarking of Control Strategies for WWTPs, International Water Association (IWA), UK (2008).
Liu H, Huang M, Kim JT, Yoo CK, Korean J. Chem. Eng., 30(3), 528 (2013)
Kim MJ, Liu H, Kim J, Yoo CK, J. Hazard. Mater., 183, 124 (2014)
Lee JM, Yoo C, Lee IB, J. Chem. Eng. Jpn., 36(5), 563 (2003)
Yoo CK, Lee I, Environ. Eng. Sci., 21(3), 331 (2004)
Kang OY, Lee SC, Wasewar K, Kim MJ, Liu H, Oh TS, Janghorban E, Yoo CK, Korean J. Chem. Eng., 30(1), 20 (2013)
Shen W, Tao E, Chen X, Liu D, Liu H, Korean J. Chem. Eng., 31(3), 386 (2014)
Mohammed RN, Abu-Alhail S, Wu LX, Korean J. Chem. Eng., 31(10), 1798 (2014)
Kim H, Kim Y, Kim M, Piao W, Gee J, Kim C, Korean J. Chem. Eng., 31(4), 611 (2014)