Abstract
AbstractPressure reducing valves (PRVs) are essentially used to reduce operational pressures in water distribution systems (WDSs) to minimize water leakage. However, water age in a WDS is an important variable describing the water quality and should be kept as low as possible. Therefore, the aim of this study is to investigate the possibility and potential of simultaneously minimizing both pressure and water age by using PRVs. To determine the optimal location and setting of PRVs, a mixed-integer nonlinear programming (MINLP) problem is formulated with minimization of the sum of the weighted total water age and pressure as the objective function, where the weighting factor can be defined by the user’s preference. The equality constraints consist of the hydraulic equations and water age functions to describe pressure and water age in the distribution network, while the inequality constraints ensure them in the defined operating ranges, respectively. Applying the proposed approach to two case studies, the results show that both water age and pressure can indeed be significantly reduced by the optimized position and setting of the PRVs.
Funder
Deutsche Forschungsgemeinschaft
Technische Universität Ilmenau
Publisher
Springer Science and Business Media LLC
Reference45 articles.
1. American Water Works Association (1999) Water quality and treatment: a handbook of community water supplies. McGraw-Hill, New York
2. AWWA with assistance from Economic and Engineering Services, Inc. (2002) Effects of water age on distribution system water quality. Tech. rep., U.S. Environmental Protection Agency
3. Belotti P, Kirches C, Leyffer S et al (2013) Mixed-integer nonlinear optimization. Acta Numer 22:1–131. https://doi.org/10.1017/S0962492913000032
4. Bermúdez JR, López-Estrada FR, Besançon G et al (2021) Optimal control in a pipeline coupled to a pressure reducing valve for pressure management and leakage reduction. 2021 5th International Conference on Control and Fault-Tolerant Systems (SysTol). pp 181–186. https://doi.org/10.1109/SysTol52990.2021.9595093
5. Best RW (2005) Water distribution analysis and modeling for stamford, connecticut. Master’s thesis, University of Massachusetts - Amherst, Department of Civil and Environmental Engineering. https://doi.org/10.7275/gsfc-nn23
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1. Minimization of Water Age in Water Distribution Systems under Uncertain Demand;The 3rd International Joint Conference on Water Distribution Systems Analysis & Computing and Control for the Water Industry (WDSA/CCWI 2024);2024-08-29