Modeling Dynamic Behavior of Water Distribution Systems for Control Purposes
This article has been corrected.
VIEW CORRECTIONPublication: Journal of Water Resources Planning and Management
Volume 147, Issue 8
Abstract
Water distribution systems (WDSs) are becoming equipped with advanced feedback loops, which require specialized methods and software tools to model such systems. The aim of this work is to demonstrate the usefulness of the rigid water column (RWC) model to analyze the dynamic interactions between these loops and system stability. Our work fills the gap between extended period simulation, which is used for steady state analysis, and transient simulation, which is used for surge analysis. The paper proposes a generic dynamic WDS model where pipes are represented by the RWC model, while control valves, pumps, and tanks are represented by algebraic or ordinary differential equations. The model has been implemented in the MATLAB/SIMULINK environment, which provides a rich library of control components and algorithms for implemention of complex mathematical models. An industrial case study that prompted the development of the methodology is also presented.
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Data Availability Statement
The following data, models, or code generated or used during the study are available from the corresponding author by request:
•
SIMULINK model of the case-study;
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MATLAB script, which initializes the data for the SIMULINK model; and
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MATLAB workspace, which contains time-varying demand.
Acknowledgments
The work was supported by Société wallonne des eaux. The authors would like to express their gratitude to Mr Jean-Yves Simon, from SWDE for his support during the entire project and Mr Juliaan Plancke, from Softeau for allowing access to the RESODO software.
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© 2021 American Society of Civil Engineers.
History
Received: Jul 18, 2020
Accepted: Feb 4, 2021
Published online: May 17, 2021
Published in print: Aug 1, 2021
Discussion open until: Oct 17, 2021
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