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Received October 8, 2012
Accepted December 13, 2013
- 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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Performance evaluation of a full-scale advanced phase isolation ditch process by using real-time control strategies
Department of Civil and Environmental Engineering, Pusan National University, Busan 609-735, Korea 1Taiwha Industrial Co., Ltd., Jung, Joong, Seoul 100-784, Korea
cwkim@pusan.ac.kr
Korean Journal of Chemical Engineering, April 2014, 31(4), 611-618(8), 10.1007/s11814-013-0271-9
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Abstract
This paper proposes real-time control strategies that can be applied in a full-scale advanced phase isolation ditch (APID) process. Real-time operation mode control (OMC) and aeration section control (ASC) strategies were developed to cope more stably with fluctuations in the influent loading and to increase the nitrification and denitrification reactions within the entire volume. The real-time OMC and ASC strategies were evaluated using mathematical models. When the NH4-N in the reactor was maintained at a high level, appropriate control actions, such as continuing the aeration state, stopping the influent inflow and increasing the aeration section, were applied in the APID process. In contrast, when the NOX-N in the reactor was maintained at a high level, the non-aeration state, influent inflow, and decreased aeration section were continued. It was concluded that stable operation in the APID process could be achieved_x000D_
by applying real-time OMC and ASC strategies developed in this study.
Keywords
References
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Rieger L, Koch G, Kuhni M, Guger W, Siegrist H, Water Res., 35, 3887 (2001)
Onnerth TB, Nielsen MK, Stamer C, Water Sci. Technol., 33, 237 (1996)
Kim H, McAvoy TJ, Anderson JS, Hao OJ, Control Eng. Pract., 8, 279 (2000)
Kim H, Kim Y, Cha J, Min K, Gee J, Kim C, Water Sci. Technol., 60, 879 (2009)
Yoon YH, Park JR, Ahn SW, Ko KB, Min KJ, Gee JS, Water Pract. Technol., 3(1) (2008)
Isaacs S, Water Sci. Technol., 34(1-2), 203 (1996)
Isaacs S, Water Sci. Technol., 35(1), 225 (1997)
Isaacs S, Thornberg D, Water Sci. Technol., 37(12), 343 (1998)
Isaacs S, Thornberg D, Water Sci. Technol., 38(3), 281 (1998)
Lukasse LJS, Keesman KJ, Klapwijk A, van Straten G, Water Sci. Technol., 39, 93 (1999)
Zhao H, Isaacs H, Søeberg H, Kummel M, Water Res., 28(3), 521 (1994)
Zhao H, Isaacs H, Søeberg H, Kummel M, Water Res., 28(3), 535 (1994)
Kim H, Kim Y, Hoang TQ, Baek G, Kim S, Kim C, Korean J. Chem. Eng., 30(8), 1578 (2013)
Kim HS, Kim YJ, Cheon SP, Baek GD, Kim SS, Kim CW, Chem. Eng. J., 203, 387 (2012)
Lee SH, Ko JH, Kim JR, Kim YJ, Lee JJ, Kim CW, Lee TH, Water Sci. Technol., 53(4-5), 115 (2006)
Takasc I, Patry GG, Nolasco D, Water Res., 25(10), 1263 (1991)
Henze M, Gujer W, Mino T, van Loosdrecht M, Activated Sludge Models ASM1, ASM2, ASM2d and ASM3, IWA Scientific and Technical Report No. 9, London, UK (2000)
Rieger L, Koch G, Kuhni M, Guger W, Siegrist H, Water Res., 35, 3887 (2001)