Ingmar Nopens

Prof. Dr. Ingmar Nopens

BIOMATH, Department of Data Analysis and Mathematical Modelling, Ghent University, Copure Links 653, 9000 Ghent, Belgium

Research Focus & Metrics

Academic Career Length

21Years (2006-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 October 2007 in Water Science & Technology
Verified
Journal Article
Open access
PDF file
UJU. Jeppsson
U. Jeppsson
MPM.-N. Pons
M.-N. Pons
Ingmar NopensIngmar Nopens
Ingmar Nopens
JAJens Alex
Jens Alex
JCJ.B. Copp
J.B. Copp
Peter VanrolleghemPeter Vanrolleghem
Peter Vanrolleghem
Over a decade ago, the concept of objectively evaluating the performance of control strategies by simulating them using a standard model implementation was introduced for activated sludge wastewater treatment plants. The resulting Benchmark Simulation Model No 1 (BSM1) has been the basis for a significant new development that is reported on here: Rather than only evaluating control strategies at the level of the activated sludge unit (bioreactors and secondary clarifier) the new BSM2 now allows the evaluation of control strategies at the level of the whole plant, including primary clarifier and sludge treatment with anaerobic sludge digestion. In this contribution, the decisions that have been made over the past three years regarding the models used within the BSM2 are presented and argued, with particular emphasis on the ADM1 description of the digester, the interfaces between activated sludge and digester models, the included temperature dependencies and the reject water storage. BSM2-implementations are now available in a wide range of simulation platforms and a ring test has verified their proper implementation, consistent with the BSM2 definition. This guarantees that users can focus on the control strategy evaluation rather than on modelling issues. Finally, for illustration, twelve simple operational strategies have been implemented in BSM2 and their performance evaluated. Results show that it is an interesting control engineering challenge to further improve the performance of the BSM2 plant (which is the whole idea behind benchmarking) and that integrated control (i.e. acting at different places in the whole plant) is certainly worthwhile to achieve overall improvement.

1 November 2010 in Water Science & Technology
Verified
Journal Article
Closed access
PDF file
Ingmar NopensIngmar Nopens
Ingmar Nopens
LBL. Benedetti
L. Benedetti
UJU. Jeppsson
U. Jeppsson
MPM.-N. Pons
M.-N. Pons
JAJ. Alex
J. Alex
Peter VanrolleghemPeter Vanrolleghem
Peter Vanrolleghem
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.

1 March 2015 in Water Research
Verified
Journal Article
Closed access
MAMarina Arnaldos
Marina Arnaldos
YAYouri Amerlinck
Youri Amerlinck
URUsman Rehman
Usman Rehman
TMThomas Maere
Thomas Maere
SHStijn Van Hoey
Stijn Van Hoey
Ingmar NopensIngmar Nopens
Ingmar Nopens


1 July 2014 in European Journal of Pharmaceutics and Biopharmaceutics
Verified
Journal Article
Closed access
Ashish KumarAshish Kumar
Ashish Kumar
JVJurgen Vercruysse
Jurgen Vercruysse
MTMaunu Toiviainen
Maunu Toiviainen
PPPierre-Emmanuel Panouillot
Pierre-Emmanuel Panouillot
MJMikko Juuti
Mikko Juuti
Ingmar NopensIngmar Nopens
Ingmar Nopens

12 August 2010 in Environmental Science & Technology
Verified
Journal Article
Closed access
TJTao Jiang
Tao Jiang
MKMaria D. Kennedy
Maria D. Kennedy
VSVeerle De Schepper
Veerle De Schepper
Seong-Nam NamSeong-Nam Nam
Seong-Nam Nam
Ingmar NopensIngmar Nopens
Ingmar Nopens
GAGary L. Amy
Gary L. Amy