2018
DOI: 10.1029/2017wr022147
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Self‐Adaptive Calibration of Real‐Time Demand and Roughness of Water Distribution Systems

Abstract: Real‐time simulation of water distribution systems (WDSs) has been applied to water resource problems ranging from engineering optimization design and operation planning and management. However, accurate implementation of real‐time simulation of WDS is still a challenging task due to the limited knowledge of the large amount of varying nodal demands and pipe characteristics over the entire network system. This paper presents a self‐adaptive calibration method based on Kalman filter (KF) that takes advantage of… Show more

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Cited by 28 publications
(8 citation statements)
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References 28 publications
(55 reference statements)
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“…The undetermined problem can also be solved by heuristic algorithms such as Genetic Algorithm (GA) (Do et al., 2016) and Particle Swarm Optimization (PSO) (Letting et al., 2017). Although the above methods can reduce the errors between model predictions and field measurements, as the calibrated parameter set is just one of many possible solutions of the problem, it may be quite different from the real value, which will result in large errors when operating in different conditions (Zhou et al., 2018).…”
Section: Literature Reviewmentioning
confidence: 99%
“…The undetermined problem can also be solved by heuristic algorithms such as Genetic Algorithm (GA) (Do et al., 2016) and Particle Swarm Optimization (PSO) (Letting et al., 2017). Although the above methods can reduce the errors between model predictions and field measurements, as the calibrated parameter set is just one of many possible solutions of the problem, it may be quite different from the real value, which will result in large errors when operating in different conditions (Zhou et al., 2018).…”
Section: Literature Reviewmentioning
confidence: 99%
“…However, these measurements can be unstable and contain larger errors, and analyzing the data can be challenging. The ability to address measurement errors using calibration methods and efficiently utilizing a large amount of data is a challenge Zhou et al (2018).…”
Section: Introductionmentioning
confidence: 99%
“…Many water distribution networks (WDNs) are continuously monitored through installed sensors that measure hydraulic parameters (e.g., pressure, flowrate, users’ consumption) and water quality parameters (e.g., chlorine concentration, pH, temperature) (Kara et al., 2016). This continuous monitoring allows to collect raw data to be used in multiple engineering applications, being flowrate and pressure data the most widely used time series by water utilities in different engineering applications, such as: the calculation of water balances (Meseguer & Quevedo, 2017); the development and calibration of hydraulic models in terms of nodal demands and pipe roughness coefficients (Do et al., 2016; Zhang et al., 2018; Zhou et al., 2018); the application of burst detection and location techniques by inverse analysis (Blocher et al., 2020; Moasheri & Jalili‐Ghazizadeh, 2020; Sophocleous et al., 2019), by using classifier approaches (Capelo et al., 2021; Fereidooni et al., 2021; Hu et al., 2021), or by using transient‐based techniques (Capponi et al., 2017; Covas & Ramos, 2010; Covas et al., 2004; Duan, 2017). Fiorillo et al.…”
Section: Introductionmentioning
confidence: 99%