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    Daily Model Calibration with Water Loss Estimation and Localization Using Continuous Monitoring Data in Water Distribution Networks

    Source: Journal of Water Resources Planning and Management:;2022:;Volume ( 148 ):;issue: 005::page 04022019
    Author:
    Alvin Wei Ze Chew
    ,
    Zheng Yi Wu
    ,
    Thomas Walski
    ,
    Xue Meng
    ,
    Jianping Cai
    ,
    Jocelyn Pok
    ,
    Rony Kalfarisi
    DOI: 10.1061/(ASCE)WR.1943-5452.0001546
    Publisher: ASCE
    Abstract: Due to the increasing deployment of sensors in water distribution networks (WDNs) for continuous monitoring, hydrodynamic data are readily available for engineers to improve the daily operations of WDNs. In collaboration with Public Utility Board (PUB), Singapore’s National Water Agency, an alternative model calibration approach using continuously monitored data is proposed to facilitate PUB’s smart water grid (SWG). The generic approach was developed as an integrated solution methodology for practical engineers to conduct a series of systematic analyses daily, namely, (1) estimating the system’s daily nonrevenue water (NRW) volume and NRW time series; (2) adjusting the available pumps’ operational curves and control statuses, followed by calibrating the system’s net demand pattern to fulfill the flow balance accounting for the actual consumption; (3) identifying and rectifying possible offsets in the monitored pressure head values for each sensor station; (4) performing model calibration with anomaly localization analysis when the system’s total NRW volume exceeds its assumed background NRW volume; and (5) calibrating other physical properties to fulfill the system’s energy balance, especially for the peak demand hours. The effectiveness of our proposed approach was then tested and verified using a real-world WDN having total pipe length of >650  km with available monitoring data. Key findings from the case study analysis include (1) anomaly events localized including, but not limited to, five out of six reported leaks for the selected week to within 400 m with lead time of 1–2 days; (2) the system’s initial flow imbalance addressed by estimating the daily NRW volume and localizing the possible anomaly events; and (3) pipe roughness values calibrated to further improve the energy balance in the system, especially during the peak demand hours, by attaining an average mean absolute percentage error (MAPE) score of 2.5%.
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      Daily Model Calibration with Water Loss Estimation and Localization Using Continuous Monitoring Data in Water Distribution Networks

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4282656
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    • Journal of Water Resources Planning and Management

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    contributor authorAlvin Wei Ze Chew
    contributor authorZheng Yi Wu
    contributor authorThomas Walski
    contributor authorXue Meng
    contributor authorJianping Cai
    contributor authorJocelyn Pok
    contributor authorRony Kalfarisi
    date accessioned2022-05-07T20:36:49Z
    date available2022-05-07T20:36:49Z
    date issued2022-03-15
    identifier other(ASCE)WR.1943-5452.0001546.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282656
    description abstractDue to the increasing deployment of sensors in water distribution networks (WDNs) for continuous monitoring, hydrodynamic data are readily available for engineers to improve the daily operations of WDNs. In collaboration with Public Utility Board (PUB), Singapore’s National Water Agency, an alternative model calibration approach using continuously monitored data is proposed to facilitate PUB’s smart water grid (SWG). The generic approach was developed as an integrated solution methodology for practical engineers to conduct a series of systematic analyses daily, namely, (1) estimating the system’s daily nonrevenue water (NRW) volume and NRW time series; (2) adjusting the available pumps’ operational curves and control statuses, followed by calibrating the system’s net demand pattern to fulfill the flow balance accounting for the actual consumption; (3) identifying and rectifying possible offsets in the monitored pressure head values for each sensor station; (4) performing model calibration with anomaly localization analysis when the system’s total NRW volume exceeds its assumed background NRW volume; and (5) calibrating other physical properties to fulfill the system’s energy balance, especially for the peak demand hours. The effectiveness of our proposed approach was then tested and verified using a real-world WDN having total pipe length of >650  km with available monitoring data. Key findings from the case study analysis include (1) anomaly events localized including, but not limited to, five out of six reported leaks for the selected week to within 400 m with lead time of 1–2 days; (2) the system’s initial flow imbalance addressed by estimating the daily NRW volume and localizing the possible anomaly events; and (3) pipe roughness values calibrated to further improve the energy balance in the system, especially during the peak demand hours, by attaining an average mean absolute percentage error (MAPE) score of 2.5%.
    publisherASCE
    titleDaily Model Calibration with Water Loss Estimation and Localization Using Continuous Monitoring Data in Water Distribution Networks
    typeJournal Paper
    journal volume148
    journal issue5
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)WR.1943-5452.0001546
    journal fristpage04022019
    journal lastpage04022019-14
    page14
    treeJournal of Water Resources Planning and Management:;2022:;Volume ( 148 ):;issue: 005
    contenttypeFulltext
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