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dc.contributor.authorThi Hai Duong Ninh
dc.contributor.authorNhu Cuong Do
dc.contributor.authorWei Zeng
dc.contributor.authorMartin Francis Lambert
dc.date.accessioned2025-08-17T22:26:14Z
dc.date.available2025-08-17T22:26:14Z
dc.date.copyright7/1/2025 12:00:00 AM
dc.date.issued2025
dc.identifier.otherJWRMD5.WRENG-6660.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4306933
dc.description.abstractSmart sewer systems consisting of water level sensors can effectively detect overflow events that may present a threat to water quality, human health, and the environment. Designing the optimal layout of the sensor with the minimum number of sensors is essential to minimize the cost and maximize the coverage. This paper proposes a novel methodology to achieve the aim by combining genetic algorithms (GAs) with a blockage detection condition for sensor placements. The blockage detection condition that relies on network topology and elevation information is used to identify the pipe coverage capacity of possible sensor locations. This information serves as input data for the optimization process, which utilizes a GA to identify the optimal sensor placement. The effectiveness of the methodology is verified through its applications to two real gravity sanitary sewer systems with distinct network topologies and elevation information. The results demonstrate that the proposed method can effectively determine the optimal number and placement of sensors required to cover the entire sewer systems throughout multiple investment phases. This contributes to enhancing the effectiveness of investment strategies for smart sewer systems.
dc.publisherAmerican Society of Civil Engineers
dc.titleOptimal Sensor Placement in Smart Sewer Systems Using Network Topology and Elevation
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue7
dc.journal.titleJournal of Water Resources Planning and Management
dc.identifier.doi10.1061/JWRMD5.WRENG-6660
dc.journal.fristpage04025016-1
dc.journal.lastpage04025016-12
dc.page12
dc.treeJournal of Water Resources Planning and Management:;2025:;Volume ( 151 ):;issue: 007
dc.contenttypeFulltext


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