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WWTP dynamic disturbance modelling--an essential module for long-term benchmarking development.

K V Gernaey1, C Rosen, U Jeppsson

  • 1Department of Industrial Electrical Engineering and Automation (IEA), Lund University, P.O. Box 118, SE-221 00 Lund, Sweden. krist.gernaey@iea.lth.se

Water Science and Technology : a Journal of the International Association on Water Pollution Research
|May 26, 2006
PubMed
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This study introduces an influent disturbance model to enhance activated sludge simulation models (BSM1_LT/BSM2) for evaluating control strategies. Dynamic influent data reveal that current BSM1 strategies require updates for long-term plant simulations.

Area of Science:

  • Environmental Engineering
  • Wastewater Treatment
  • Process Simulation

Background:

  • The Benchmark Simulation Model No. 1 (BSM1) is widely used for assessing control strategies in biological nitrogen removal activated sludge plants.
  • Limitations in BSM1 necessitate extensions for evaluating advanced monitoring and control methods.
  • Benchmark Simulation Model No. 1 Long-Term (BSM1_LT) and Benchmark Simulation Model No. 2 (BSM2) are proposed extensions.

Purpose of the Study:

  • To present modeling methods for generating influent disturbances for BSM1_LT and BSM2.
  • To illustrate typical influent dynamic phenomena using simulation results.
  • To provide a proposed influent disturbance model for evaluation by benchmark developers.

Main Methods:

  • Development of an influent disturbance model to simulate dynamic phenomena.

Related Experiment Videos

  • Generation of typical influent variations including diurnal, weekend, seasonal, holiday effects, and rainfall.
  • Illustration of simulation results using the developed influent disturbance model.
  • Main Results:

    • A proposed influent model/file has been developed and released for evaluation.
    • Preliminary simulations demonstrate the impact of dynamic influent data on activated sludge plant control.
    • Default BSM1 control strategies require extensions to effectively manage 1-year influent dynamics in BSM1_LT/BSM2.

    Conclusions:

    • The developed influent disturbance model is crucial for advancing the evaluation capabilities of BSM1_LT and BSM2.
    • Effective handling of long-term influent dynamics is essential for robust activated sludge plant control.
    • Further evaluation and refinement of the influent disturbance model are anticipated.