dc.contributor.author | Sophocleous, S | |
dc.contributor.author | Savić, D | |
dc.contributor.author | Kapelan, Z | |
dc.date.accessioned | 2019-06-04T12:47:42Z | |
dc.date.issued | 2019-04-26 | |
dc.description.abstract | This research article presents a model-based framework for detecting and localizing leaks in water distribution networks (WDNs). The framework uses optimization and systematic search space reduction. The method employs two stages: (1) the search space reduction (SSR) stage and (2) the leakage detection and localization stage (LDL). During SSR, the number of decision variables is reduced along with the range of possible values, while trying to preserve the optimum solution. Then, at the LDL stage, the size and area of a leak are found. The leak localization method is formulated as an optimization problem, which identifies leakage node locations and their associated emitter coefficients. This is achieved such that the differences between the simulated and field-observed values for pressure head and flow are minimized. The optimization problem is solved by using a genetic algorithm. A model that has already been calibrated at least according to threshold standards is necessary for this methodology. Two case studies are discussed in this paper including a real WDN example with artificially generated data, which investigated the limits of this method. The second case study is a real water system in the United Kingdom, where the method was implemented to detect a leak event that actually happened. The results suggest that leaks that cause a hydraulic impact larger than the sensor data error can be detected and localized with this method. The real case outcome shows that the presented method can reduce the search area for finding the leak to within 10% of the WDN (by length). The method can also contribute to more timely detection and localization of leakage hotspots, thus reducing economic and environmental impacts. The optimization model for predicting leakage hotspots can be effective despite the recognized challenges of model calibration and physical measurement limitations from the pressure and flow field tests. | en_GB |
dc.description.sponsorship | Engineering and Physical Sciences Research Council (EPSRC) | en_GB |
dc.description.sponsorship | Severn Trent Water Ltd. | en_GB |
dc.description.sponsorship | WITS Consult Ltd. | en_GB |
dc.identifier.citation | Vol. 145 (7), article 04019024 | en_GB |
dc.identifier.doi | 10.1061/(ASCE)WR.1943-5452.0001079 | |
dc.identifier.grantnumber | EP/L015412/1 | en_GB |
dc.identifier.uri | http://hdl.handle.net/10871/37364 | |
dc.language.iso | en | en_GB |
dc.publisher | American Society of Civil Engineers (ASCE) | en_GB |
dc.rights | © 2019 American Society of Civil Engineers | en_GB |
dc.subject | Leakage | en_GB |
dc.subject | Case studies | en_GB |
dc.subject | Physical models | en_GB |
dc.subject | Pressurized flow | en_GB |
dc.subject | Detection methods | en_GB |
dc.subject | Optimization models | en_GB |
dc.subject | Water supply systems | en_GB |
dc.subject | Hydraulic models | en_GB |
dc.subject | United Kingdom | en_GB |
dc.subject | Europe | en_GB |
dc.title | Leak Localization in a Real Water Distribution Network Based on Search-Space Reduction | en_GB |
dc.type | Article | en_GB |
dc.date.available | 2019-06-04T12:47:42Z | |
dc.identifier.issn | 0733-9496 | |
dc.description | This is the author accepted manuscript. The final version is available from ASCE via the DOI in this record | en_GB |
dc.identifier.journal | Journal of Water Resources Planning and Management | en_GB |
dc.rights.uri | http://www.rioxx.net/licenses/all-rights-reserved | en_GB |
dcterms.dateAccepted | 2018-11-30 | |
rioxxterms.version | AM | en_GB |
rioxxterms.licenseref.startdate | 2019-04-26 | |
rioxxterms.type | Journal Article/Review | en_GB |
refterms.dateFCD | 2019-06-04T12:45:05Z | |
refterms.versionFCD | AM | |
refterms.dateFOA | 2019-06-04T12:47:47Z | |
refterms.panel | B | en_GB |