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    Real-Time Demand Estimation and Confidence Limit Analysis for Water Distribution Systems

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 010
    Author:
    Doosun Kang
    ,
    Kevin Lansey
    DOI: 10.1061/(ASCE)HY.1943-7900.0000086
    Publisher: American Society of Civil Engineers
    Abstract: A real-time estimation of water distribution system state variables such as nodal pressures and chlorine concentrations can lead to savings in time and money and provide better customer service. While a good knowledge of nodal demands is prerequisite for pressure and water quality prediction, little effort has been placed in real-time demand estimation. This study presents a real-time demand estimation method using field measurement provided by supervisory control and data acquisition systems. For real-time demand estimation, a recursive state estimator based on weighted least-squares scheme and Kalman filter are applied. Furthermore, based on estimated demands, real-time nodal pressures and chlorine concentrations are predicted. The uncertainties in demand estimates and predicted state variables are quantified in terms of confidence limits. The approximate methods such as first-order second-moment analysis and Latin hypercube sampling are used for uncertainty quantification and verified by Monte Carlo simulation. Application to a real network with synthetically generated data gives good demand estimations and reliable predictions of nodal pressure and chlorine concentration. Alternative measurement data sets are compared to assess the value of measurement types for demand estimation. With the defined measurement error magnitudes, pipe flow data are significantly more important than pressure head measurements in estimating demands with a high degree of confidence.
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      Real-Time Demand Estimation and Confidence Limit Analysis for Water Distribution Systems

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    http://yetl.yabesh.ir/yetl1/handle/yetl/63911
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    contributor authorDoosun Kang
    contributor authorKevin Lansey
    date accessioned2017-05-08T21:50:37Z
    date available2017-05-08T21:50:37Z
    date copyrightOctober 2009
    date issued2009
    identifier other%28asce%29hy%2E1943-7900%2E0000109.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63911
    description abstractA real-time estimation of water distribution system state variables such as nodal pressures and chlorine concentrations can lead to savings in time and money and provide better customer service. While a good knowledge of nodal demands is prerequisite for pressure and water quality prediction, little effort has been placed in real-time demand estimation. This study presents a real-time demand estimation method using field measurement provided by supervisory control and data acquisition systems. For real-time demand estimation, a recursive state estimator based on weighted least-squares scheme and Kalman filter are applied. Furthermore, based on estimated demands, real-time nodal pressures and chlorine concentrations are predicted. The uncertainties in demand estimates and predicted state variables are quantified in terms of confidence limits. The approximate methods such as first-order second-moment analysis and Latin hypercube sampling are used for uncertainty quantification and verified by Monte Carlo simulation. Application to a real network with synthetically generated data gives good demand estimations and reliable predictions of nodal pressure and chlorine concentration. Alternative measurement data sets are compared to assess the value of measurement types for demand estimation. With the defined measurement error magnitudes, pipe flow data are significantly more important than pressure head measurements in estimating demands with a high degree of confidence.
    publisherAmerican Society of Civil Engineers
    titleReal-Time Demand Estimation and Confidence Limit Analysis for Water Distribution Systems
    typeJournal Paper
    journal volume135
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000086
    treeJournal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 010
    contenttypeFulltext
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