A systematic model calibration methodology based on multiple errors minimization method for the optimal parameter estimation of ASM1

JungJin Lim; MinHan Kim; MinJung Kim; TaeSuk Oh; OnYu Kang; Booki Min; Ambati Seshagiri Rao; ChangKyooYoo

Korean Journal of Chemical Engineering, Vol.29, No.3, 291-303, March, 2012

DOI10.1007/s11814-011-0178-2 Export Citation

A systematic model calibration methodology based on multiple errors minimization method for the optimal parameter estimation of ASM1

JungJin Lim, MinHan Kim, MinJung Kim, TaeSuk Oh, OnYu Kang, Booki Min, Ambati Seshagiri Rao¹, and ChangKyooYoo^†

Department of Environmental Science and Engineering, Center for Environmental Studies, Kyung Hee University, Seocheon-dong 1, Giheung-gu, Yongin-si, Gyeonggi-do 446-701, Korea
¹Department of Chemical Engineering, National Institute of Technology (NIT), Tiruchirappalli 620 015, India

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A one-step model calibration methodology of the activated sludge model no. 1 (ASM1) of a full-scale wastewater treatment plant (WWTP) is proposed. First, the key parameters among all parameters of the ASM1 model are selected by sensitivity analysis based on the effluent quality index. Second, multiple response surface methodology (MRSM) is conducted to find the optimal parameter values of the ASM1 model. Lastly, an MRSM analysis is conducted in order to determine the optimal parameter values. This study was conducted in order to develop a new systematic model calibration methodology that can greatly help the modeler to find the optimal solution by selecting the key parameters and optimizing the parameters. In two case studies of simple activated sludge process and a full-scale plant, the experimental results indicated that the calibrated models can improve the prediction quality of the ASM model and the efficiency of the modeling.

Keywords:Activated Sludge Model;Multiple Error Minimization;Sensitivity Analysis;Response Surface Methodology,Multiple Response Surface Methodology

[References]

Henze M, Gujer W, Mino T, Loosdrecht M, Activated sludge models ASM1, ASM2, ASM2d and ASM3, IWA scientific and technical report No. 9, IWA, U.K. (1999)
Olsson G, Newell B, Wastewater treatment system - modeling, diagnosis and control, IWA, U.K. (1999)
Britta P, Ph. D. Thesis, Ghent University, Belgium (2000)
Sin G, Van Hulle SWH, DePauw DJW, Griensven AV, Vanrolleghem PA, Water Res., 39, 2459 (2009)
Vanrolleghem PA, Henri S, Britta P, Philippe G, Imre T, Water Sci. Technol., 39, 195 (1999)
Wu J, Jiang XY, Wheatley A, Desalination, 249(3), 969 (2009)
Gernaey KV, Loosdrecht MCM, Henze M, Lind M, Jorgensen SB, Environ. Model. Soft., 19, 763 (2004)
Sarkar U, Dasgupta D, Bhattacharya T, Pal S, Chakroborty T, Desalination., 252, 120 (2009)
Sin G, Insel G, Lee DS, Vanrolleghem PA, Water Sci. Technol., 50, 97 (2004)
Nopens I, Sin G, Jian T, Vanrolleghem PA, Water Sci. Technol., 56, 135 (2007)
Kim SL, Ph. D. Thesis, Pukyong National University, Korea (2007)
Sibel UDA, Environ. Eng. Sci., 25, 1 (2008)
Vining GG, Myers RH, J. Quality Technol., 22, 38 (1990)
Lin DKJ, Tu W, J. Quality Technol., 27, 34 (1995)
Pasandideh SHR, Niaki STA, Appl. Math. Comput., 175, 366 (2006)
Kwon JB, Lee JS, Lee SH, Jun CH, Kim KJ, J. KORMS., 30, 95 (2005)
Kim M, Rao AS, Yoo C, Ind. Eng. Chem. Res., 48(13), 6363 (2009)
Kim JR, Ph. D. Thesis, Pusan University, Korea (2006)
Vanrolleghem PA, Systematic calibration protocol for actuated sludge models, BIOMATH Report, Ghent University, Belgium (2006)

[Related Articles]

[1] Henze M, Gujer W, Mino T, Loosdrecht M, Activated sludge models ASM1, ASM2, ASM2d and ASM3, IWA scientific and technical report No. 9, IWA, U.K. (1999)

[2] Olsson G, Newell B, Wastewater treatment system - modeling, diagnosis and control, IWA, U.K. (1999)

[3] Britta P, Ph. D. Thesis, Ghent University, Belgium (2000)

[4] Sin G, Van Hulle SWH, DePauw DJW, Griensven AV, Vanrolleghem PA, Water Res., 39, 2459 (2009)

[5] Vanrolleghem PA, Henri S, Britta P, Philippe G, Imre T, Water Sci. Technol., 39, 195 (1999)

[6] Wu J, Jiang XY, Wheatley A, Desalination, 249(3), 969 (2009)

[7] Gernaey KV, Loosdrecht MCM, Henze M, Lind M, Jorgensen SB, Environ. Model. Soft., 19, 763 (2004)

[8] Sarkar U, Dasgupta D, Bhattacharya T, Pal S, Chakroborty T, Desalination., 252, 120 (2009)

[9] Sin G, Insel G, Lee DS, Vanrolleghem PA, Water Sci. Technol., 50, 97 (2004)

[10] Nopens I, Sin G, Jian T, Vanrolleghem PA, Water Sci. Technol., 56, 135 (2007)

[11] Kim SL, Ph. D. Thesis, Pukyong National University, Korea (2007)

[12] Sibel UDA, Environ. Eng. Sci., 25, 1 (2008)

[13] Vining GG, Myers RH, J. Quality Technol., 22, 38 (1990)

[14] Lin DKJ, Tu W, J. Quality Technol., 27, 34 (1995)

[15] Pasandideh SHR, Niaki STA, Appl. Math. Comput., 175, 366 (2006)

[16] Kwon JB, Lee JS, Lee SH, Jun CH, Kim KJ, J. KORMS., 30, 95 (2005)

[17] Kim M, Rao AS, Yoo C, Ind. Eng. Chem. Res., 48(13), 6363 (2009)

[18] Kim JR, Ph. D. Thesis, Pusan University, Korea (2006)

[19] Vanrolleghem PA, Systematic calibration protocol for actuated sludge models, BIOMATH Report, Ghent University, Belgium (2006)