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dc.contributor.authorHuang, Yen-Chenen_US
dc.contributor.authorLin, Chao-Chinen_US
dc.contributor.authorYeh, Hund-Deren_US
dc.date.accessioned2015-12-02T02:59:16Z-
dc.date.available2015-12-02T02:59:16Z-
dc.date.issued2015-09-01en_US
dc.identifier.issn0920-4741en_US
dc.identifier.urihttp://dx.doi.org/10.1007/s11269-015-1053-4en_US
dc.identifier.urihttp://hdl.handle.net/11536/127982-
dc.description.abstractA numerical approach, named as leak detection simulated annealing (LDSA), is developed based on the combination of transient flow simulations and simulated annealing to detect leaks in a pipe network. In the LDSA framework, an analysis model for pipe networks is first used to determine the steady-state nodal head solution of the network. For detecting the leaks, a valve closing suddenly at downstream side of the network is designed to create a transient event and then the method of characteristic is applied to simulate the transient flow in the network. Results from an experiment on leak detection in a single pipeline presented in the literature are used to verify the capability of LDSA in identifying the leaks. The result shows that the leaks represented by orifices in two cases can be accurately detected. The effect of C (d) A (discharge coefficient times effective area of orifice) on the detection is evaluated. In addition, three scenarios with three cases in each scenario are designed to test the performance of LDSA in numerical experimental studies for a synthetic network. For a very small value of C (d) A, it is found that the use of multiple observation points can increase the detection capability.en_US
dc.language.isoen_USen_US
dc.subjectLeak detectionen_US
dc.subjectPipe networken_US
dc.subjectTransient flowen_US
dc.subjectMethod of characteristicen_US
dc.subjectSimulated annealingen_US
dc.titleAn Optimization Approach to Leak Detection in Pipe Networks Using Simulated Annealingen_US
dc.typeArticleen_US
dc.identifier.doi10.1007/s11269-015-1053-4en_US
dc.identifier.journalWATER RESOURCES MANAGEMENTen_US
dc.citation.volume29en_US
dc.citation.issue11en_US
dc.citation.spage4185en_US
dc.citation.epage4201en_US
dc.contributor.department環境工程研究所zh_TW
dc.contributor.departmentInstitute of Environmental Engineeringen_US
dc.identifier.wosnumberWOS:000358589200019en_US
dc.citation.woscount0en_US
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