Abstract
This paper presents a new method to optimize the location and setting of Pressure Reducing Valves (PRVs) for adjusting the nodal pressure at different hours of a day by maximizing the reliability of Water Distribution Network (WDN). The methodology is based on Particle Swarm Optimization (PSO) algorithm that is written in the MATLAB code by linking to a hydraulic model of the WDN which is implemented in the EPANET. For verifying the proposed method, a sample network and a real large-scale WDN are applied. The results indicate that the determination of the optimal location and setting of PRVs in the WDN are effective in adjusting nodal pressures and reducing leakage rates. Comparison of the results for the cases with optimized PRVs and without PRVs in a real WDN showed that the average leakage rate is decreased about 15.0% and the average reliability index is increased about 24.8%.
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References
Ali M (2015) Knowledge-based optimization model for control valve locations in water distribution networks. Water Resour Plan Manag 141(1):1–7
Araujo LS, Ramos H, Coelho ST (2006) Pressure control for leakage minimisation in water distribution systems management. Water Resour Manag 20(1):133–149
Darvini G, Soldini L (2015) Pressure control for WDS management. A case study. Procedia Eng 119:984–993
De Paola FD, Giugni M, Portlano D (2017) Pressure management through optimal location and setting of water distribution networks using a music-inspired approach. Water Resour Manag 31(5):1517–1533
Dini M, Tabesh M (2017) A new reliability index for evaluating the performance of water distribution networks. J of Water and Wastew 29(3):1–16 (in Persian)
Eberhart RC, Kennedy J, (1995) A new optimizer using particle swarm theory. Proceedings of the sixth international symposium on micro machine and human science, IEEE, 4-6 Oct., Nagoya, Japan, pp. 39-43
Gencoglua G, Merzib N (2017) Minimizing excess pressure by optimal valve location and opening determination in water distribution networks. Procedia Eng 186:319–326
Gupta A, Kulat KD (2018) Leakage reduction in water distribution system using efficient pressure management techniques. Case study: Nagpur, India, Water Supply 18(6):2015–2027
Jowitt PW, Xu C (1990) Optimal valve control in water distribution networks. Water Resour Plan Manag ASCE 116(4):455–472
Lamont PA (1981) Common pipe flow formulas compared with the theory of roughness. American Water Work Association 73(5):274–280
Nazif S, Karamouz M, Tabesh M, Moridi A (2010) Pressure management model for urban water distribution networks. Water Resour Manag 24(3):437–458
Nhu CD, Angus R, Simpson M, Jochen W, Oliver P (2018) Locating inadvertently partially closed valves in water distribution systems. Water Resour Plan Manag 144(8):1–14
Nicolini M, Zovatto L (2009) Optimal location and control of pressure reducing valves in water networks. Water Resour Plan Manag 135(3):178–190
Nicolini M, Giacomello C, Deb K (2011) Calibration and Optimal Leakage Management for a Real Water Distribution Network. Water Resour Plan Manag 137(1):134–142
Page PR, Abu-Mahfouz AM, Matome M (2017) Pressure management of water distribution systems via the remote real-time control of variable speed pumps. Water Resour Plan Manag 143(8):1–11
Reis LFR, Porto RM, Chaudhry FH (1997) Optimal location of control valves in pipe networks by genetic algorithm. Water Resour Plan Manag 123(6):317–326
Rossman LA (2000) EPANET 2 USERS MANUAL. U.S. Environmental Protection Agency, Washington, D.C., EPA/600/R-00/057
Samir N, Kansoh R, Elbarki W, Fleifle A (2017) Pressure control for minimizing leakage in water distribution systems. Alex Eng J 56:601–612
Savic DA, Walters GA (1995) An evolution program for optimal pressure regulation in water distribution networks. Eng Optim 24(3):197–219
Tricarico C, Morley MS, Gargano R, Kapelan Z, Demarinis G, Savic D, Grnata F (2014) Integrated optimal cost and pressure Management for Water Distribution System. Procedia Eng 70:1659–1668
Williams GS, Hazen A (1933) Hydraulic tables, 3rd edn. Wiley, New York
Wright R, Abraham E, Parpas P, Stoianov I (2015) Optimized control of pressure reducing valves in water distribution networks with dynamic topology. Procedia Eng 119:1003–1011
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Mehdi, D., Asghar, A. Pressure Management of Large-Scale Water Distribution Network Using Optimal Location and Valve Setting. Water Resour Manage 33, 4701–4713 (2019). https://doi.org/10.1007/s11269-019-02381-x
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DOI: https://doi.org/10.1007/s11269-019-02381-x