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Benchmark Simulation Model No 2: finalisation of plant layout and default control strategy

Ingmar Nopens UGent, Lorenzo Benedetti UGent, U Jeppsson, MN Pons, J Alex, JB Copp, KV Gernaey, C Rosen, JP Steyer and Peter A Vanrolleghem (2010) WATER SCIENCE AND TECHNOLOGY. 62(9). p.1967-1974
abstract
The COST/IWA Benchmark Simulation Model No 1 (BSM1) has been available for almost a decade. Its primary purpose has been to create a platform for control strategy benchmarking of activated sludge processes. The fact that the research work related to the benchmark simulation models has resulted in more than 300 publications worldwide demonstrates the interest in and need of such tools within the research community. Recent efforts within the IWA Task Group on "Benchmarking of control strategies for WWTPs" have focused on an extension of the benchmark simulation model. This extension aims at facilitating control strategy development and performance evaluation at a plant-wide level and, consequently, includes both pretreatment of wastewater as well as the processes describing sludge treatment. The motivation for the extension is the increasing interest and need to operate and control wastewater treatment systems not only at an individual process level but also on a plant-wide basis. To facilitate the changes, the evaluation period has been extended to one year. A prolonged evaluation period allows for long-term control strategies to be assessed and enables the use of control handles that cannot be evaluated in a realistic fashion in the one week BSM1 evaluation period. In this paper, the finalised plant layout is summarised and, as was done for BSM1, a default control strategy is proposed. A demonstration of how BSM2 can be used to evaluate control strategies is also given.
Please use this url to cite or link to this publication:
author
organization
year
type
journalArticle (original)
publication status
published
subject
keyword
BSM2, benchmarking, control, evaluation criteria, plant-wide modelling, simulation, wastewater treatment, PERFORMANCE EVALUATION
journal title
WATER SCIENCE AND TECHNOLOGY
Water Sci. Technol.
volume
62
issue
9
pages
1967 - 1974
Web of Science type
Article
Web of Science id
000284032600001
JCR category
WATER RESOURCES
JCR impact factor
1.056 (2010)
JCR rank
39/75 (2010)
JCR quartile
3 (2010)
ISSN
0273-1223
DOI
10.2166/wst.2010.044
language
English
UGent publication?
yes
classification
A1
copyright statement
I have transferred the copyright for this publication to the publisher
id
1086533
handle
http://hdl.handle.net/1854/LU-1086533
date created
2010-12-13 15:37:35
date last changed
2010-12-14 09:38:47
@article{1086533,
  abstract     = {The COST/IWA Benchmark Simulation Model No 1 (BSM1) has been available for almost a decade. Its primary purpose has been to create a platform for control strategy benchmarking of activated sludge processes. The fact that the research work related to the benchmark simulation models has resulted in more than 300 publications worldwide demonstrates the interest in and need of such tools within the research community. Recent efforts within the IWA Task Group on {\textacutedbl}Benchmarking of control strategies for WWTPs{\textacutedbl} have focused on an extension of the benchmark simulation model. This extension aims at facilitating control strategy development and performance evaluation at a plant-wide level and, consequently, includes both pretreatment of wastewater as well as the processes describing sludge treatment. The motivation for the extension is the increasing interest and need to operate and control wastewater treatment systems not only at an individual process level but also on a plant-wide basis. To facilitate the changes, the evaluation period has been extended to one year. A prolonged evaluation period allows for long-term control strategies to be assessed and enables the use of control handles that cannot be evaluated in a realistic fashion in the one week BSM1 evaluation period. In this paper, the finalised plant layout is summarised and, as was done for BSM1, a default control strategy is proposed. A demonstration of how BSM2 can be used to evaluate control strategies is also given.},
  author       = {Nopens, Ingmar and Benedetti, Lorenzo and Jeppsson, U and Pons, MN and Alex, J and Copp, JB and Gernaey, KV and Rosen, C and Steyer, JP and Vanrolleghem, Peter A},
  issn         = {0273-1223},
  journal      = {WATER SCIENCE AND TECHNOLOGY},
  keyword      = {BSM2,benchmarking,control,evaluation criteria,plant-wide modelling,simulation,wastewater treatment,PERFORMANCE EVALUATION},
  language     = {eng},
  number       = {9},
  pages        = {1967--1974},
  title        = {Benchmark Simulation Model No 2: finalisation of plant layout and default control strategy},
  url          = {http://dx.doi.org/10.2166/wst.2010.044},
  volume       = {62},
  year         = {2010},
}

Chicago
Nopens, Ingmar, Lorenzo Benedetti, U Jeppsson, MN Pons, J Alex, JB Copp, KV Gernaey, C Rosen, JP Steyer, and Peter A Vanrolleghem. 2010. “Benchmark Simulation Model No 2: Finalisation of Plant Layout and Default Control Strategy.” Water Science and Technology 62 (9): 1967–1974.
APA
Nopens, I., Benedetti, L., Jeppsson, U., Pons, M., Alex, J., Copp, J., Gernaey, K., et al. (2010). Benchmark Simulation Model No 2: finalisation of plant layout and default control strategy. WATER SCIENCE AND TECHNOLOGY, 62(9), 1967–1974.
Vancouver
1.
Nopens I, Benedetti L, Jeppsson U, Pons M, Alex J, Copp J, et al. Benchmark Simulation Model No 2: finalisation of plant layout and default control strategy. WATER SCIENCE AND TECHNOLOGY. 2010;62(9):1967–74.
MLA
Nopens, Ingmar, Lorenzo Benedetti, U Jeppsson, et al. “Benchmark Simulation Model No 2: Finalisation of Plant Layout and Default Control Strategy.” WATER SCIENCE AND TECHNOLOGY 62.9 (2010): 1967–1974. Print.