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    Cloud-Based Artificial Intelligence Analytics to Assess Combined Sewer Overflow Performance

    Source: Journal of Water Resources Planning and Management:;2023:;Volume ( 149 ):;issue: 010::page 04023051-1
    Author:
    Will Shepherd
    ,
    Stephen Mounce
    ,
    Gavin Sailor
    ,
    John Gaffney
    ,
    Neeraj Shah
    ,
    Nigel Smith
    ,
    Adam Cartwright
    ,
    Joby Boxall
    DOI: 10.1061/JWRMD5.WRENG-5859
    Publisher: ASCE
    Abstract: Discharges from combined sewer overflows (CSO) are unacceptable, particularly when they are not linked to wet weather. This paper presents an evaluation of an online artificial-intelligence-based analytics system to give early warning of such overflows due to system degradation. It integrates a cloud-based data-driven system using artificial neural networks and fuzzy logic with near real-time communications, taking advantage of the increasingly available real-time monitoring of water depths in CSO chambers. The data-driven system has been developed to be applicable to the vast majority of CSO and requiring a minimum period of data for training. Results are presented for a live assessment of 50 CSO assets over a six-month period, demonstrating continuous assessment of performance and reduction of CSO discharges. The system achieved a high true positive rate (86.7% on confirmed positives) and low false positive rate (3.4%). Such early warnings of CSO performance degradation are vital to proactively manage our aging water infrastructure and to achieve acceptable environmental, regulatory, and reputational performance. The system enables improved performance from legacy infrastructure without gross capital investment. Combined sewerage networks convey wastewater from residential and commercial properties as well as rainfall runoff from urban catchments. The CSO provides a relief valve when runoff from rainfall would overwhelm the downstream network and treatment works. Excess water is spilled into a nearby watercourse, ideally when the watercourse flow has increased to provide additional dilution and thus minimize impacts. If a blockage or other defect downstream of a CSO results in a decrease in discharge capacity, the CSO can spill earlier than it is designed to or even in dry weather. Prior to the deployment of level sensors, such premature spills could only be identified through a visible spill or water quality impact. Sensors allow water utilities to monitor depths in CSO chambers; however, each utility will have a large number of CSO, which means that an automated system is needed to identify premature spills. This paper discusses the development and validation results obtained from a pilot deployment of a data analytics solution to identify abnormal water depths in a CSO.
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      Cloud-Based Artificial Intelligence Analytics to Assess Combined Sewer Overflow Performance

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4296286
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    contributor authorWill Shepherd
    contributor authorStephen Mounce
    contributor authorGavin Sailor
    contributor authorJohn Gaffney
    contributor authorNeeraj Shah
    contributor authorNigel Smith
    contributor authorAdam Cartwright
    contributor authorJoby Boxall
    date accessioned2024-04-27T20:56:20Z
    date available2024-04-27T20:56:20Z
    date issued2023/10/01
    identifier other10.1061-JWRMD5.WRENG-5859.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296286
    description abstractDischarges from combined sewer overflows (CSO) are unacceptable, particularly when they are not linked to wet weather. This paper presents an evaluation of an online artificial-intelligence-based analytics system to give early warning of such overflows due to system degradation. It integrates a cloud-based data-driven system using artificial neural networks and fuzzy logic with near real-time communications, taking advantage of the increasingly available real-time monitoring of water depths in CSO chambers. The data-driven system has been developed to be applicable to the vast majority of CSO and requiring a minimum period of data for training. Results are presented for a live assessment of 50 CSO assets over a six-month period, demonstrating continuous assessment of performance and reduction of CSO discharges. The system achieved a high true positive rate (86.7% on confirmed positives) and low false positive rate (3.4%). Such early warnings of CSO performance degradation are vital to proactively manage our aging water infrastructure and to achieve acceptable environmental, regulatory, and reputational performance. The system enables improved performance from legacy infrastructure without gross capital investment. Combined sewerage networks convey wastewater from residential and commercial properties as well as rainfall runoff from urban catchments. The CSO provides a relief valve when runoff from rainfall would overwhelm the downstream network and treatment works. Excess water is spilled into a nearby watercourse, ideally when the watercourse flow has increased to provide additional dilution and thus minimize impacts. If a blockage or other defect downstream of a CSO results in a decrease in discharge capacity, the CSO can spill earlier than it is designed to or even in dry weather. Prior to the deployment of level sensors, such premature spills could only be identified through a visible spill or water quality impact. Sensors allow water utilities to monitor depths in CSO chambers; however, each utility will have a large number of CSO, which means that an automated system is needed to identify premature spills. This paper discusses the development and validation results obtained from a pilot deployment of a data analytics solution to identify abnormal water depths in a CSO.
    publisherASCE
    titleCloud-Based Artificial Intelligence Analytics to Assess Combined Sewer Overflow Performance
    typeJournal Article
    journal volume149
    journal issue10
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/JWRMD5.WRENG-5859
    journal fristpage04023051-1
    journal lastpage04023051-12
    page12
    treeJournal of Water Resources Planning and Management:;2023:;Volume ( 149 ):;issue: 010
    contenttypeFulltext
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