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    Use of Supervisory Control and Data Acquisition for Damage Location of Water Delivery Systems

    Source: Journal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 003
    Author:
    Masanobu Shinozuka
    ,
    Jianwen Liang
    ,
    Maria Q. Feng
    DOI: 10.1061/(ASCE)0733-9399(2005)131:3(225)
    Publisher: American Society of Civil Engineers
    Abstract: Urban water delivery systems can be damaged by earthquakes or severely cold weather. In either case, the damage cannot easily be detected and located, especially immediately after the event. In recent years, real-time damage estimation and diagnosis of buried pipelines attracted much attention of researchers focusing on establishing the relationship between damage ratio (breaks per unit length of pipe) and ground motion, taking the soil condition into consideration. Due to the uncertainty and complexity of the parameters that affect the pipe damage mechanism, it is not easy to estimate the degree of physical damage only with a few numbers of parameters. As an alternative, this paper develops a methodology to detect and locate the damage in a water delivery system by monitoring water pressure on-line at some selected positions in the water delivery systems. For the purpose of on-line monitoring, emerging supervisory control and data acquisition technology can be well used. A neural network-based inverse analysis method is constructed for detecting the extent and location of damage based on the variation of water pressure. The neural network is trained by using analytically simulated data from the water delivery system with one location of damage, and validated by using a set of data that have never been used in the training. It is found that the method provides a quick, effective, and practical way in which the damage sustained by a water delivery system can be detected and located.
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      Use of Supervisory Control and Data Acquisition for Damage Location of Water Delivery Systems

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    http://yetl.yabesh.ir/yetl1/handle/yetl/86054
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    • Journal of Engineering Mechanics

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    contributor authorMasanobu Shinozuka
    contributor authorJianwen Liang
    contributor authorMaria Q. Feng
    date accessioned2017-05-08T22:40:34Z
    date available2017-05-08T22:40:34Z
    date copyrightMarch 2005
    date issued2005
    identifier other%28asce%290733-9399%282005%29131%3A3%28225%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86054
    description abstractUrban water delivery systems can be damaged by earthquakes or severely cold weather. In either case, the damage cannot easily be detected and located, especially immediately after the event. In recent years, real-time damage estimation and diagnosis of buried pipelines attracted much attention of researchers focusing on establishing the relationship between damage ratio (breaks per unit length of pipe) and ground motion, taking the soil condition into consideration. Due to the uncertainty and complexity of the parameters that affect the pipe damage mechanism, it is not easy to estimate the degree of physical damage only with a few numbers of parameters. As an alternative, this paper develops a methodology to detect and locate the damage in a water delivery system by monitoring water pressure on-line at some selected positions in the water delivery systems. For the purpose of on-line monitoring, emerging supervisory control and data acquisition technology can be well used. A neural network-based inverse analysis method is constructed for detecting the extent and location of damage based on the variation of water pressure. The neural network is trained by using analytically simulated data from the water delivery system with one location of damage, and validated by using a set of data that have never been used in the training. It is found that the method provides a quick, effective, and practical way in which the damage sustained by a water delivery system can be detected and located.
    publisherAmerican Society of Civil Engineers
    titleUse of Supervisory Control and Data Acquisition for Damage Location of Water Delivery Systems
    typeJournal Paper
    journal volume131
    journal issue3
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2005)131:3(225)
    treeJournal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 003
    contenttypeFulltext
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