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    Calibration of Nodal Demand in Water Distribution Systems

    Source: Journal of Water Resources Planning and Management:;2011:;Volume ( 137 ):;issue: 001
    Author:
    Weiping Cheng
    ,
    Zhiguo He
    DOI: 10.1061/(ASCE)WR.1943-5452.0000093
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an optimization methodology to calibrate the nodal demand in the model of water supply distribution systems. The matrix analysis has been carried out to get the sensitive coefficients matrix for the model of water distribution systems. Singular value decomposition is applied to calculate search director of optimization by solving the sensitive coefficients matrix, which is more efficient than the finite-difference method. Two cases are used to show the performance of this algorithm. The first case is a hypothetical water distribution network showing the calculation of the optimization vector. The second case is the application of real-life water distribution system in Hangzhou, China, which shows the determination of the cutoff singular value and the search step size in one-dimensional search. The calibrated model has been also validated using the measured data. The results have shown that the proposed algorithm is reliable and effective in real-time system.
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      Calibration of Nodal Demand in Water Distribution Systems

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    contributor authorWeiping Cheng
    contributor authorZhiguo He
    date accessioned2017-05-08T22:03:12Z
    date available2017-05-08T22:03:12Z
    date copyrightJanuary 2011
    date issued2011
    identifier other%28asce%29wr%2E1943-5452%2E0000139.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69946
    description abstractThis paper presents an optimization methodology to calibrate the nodal demand in the model of water supply distribution systems. The matrix analysis has been carried out to get the sensitive coefficients matrix for the model of water distribution systems. Singular value decomposition is applied to calculate search director of optimization by solving the sensitive coefficients matrix, which is more efficient than the finite-difference method. Two cases are used to show the performance of this algorithm. The first case is a hypothetical water distribution network showing the calculation of the optimization vector. The second case is the application of real-life water distribution system in Hangzhou, China, which shows the determination of the cutoff singular value and the search step size in one-dimensional search. The calibrated model has been also validated using the measured data. The results have shown that the proposed algorithm is reliable and effective in real-time system.
    publisherAmerican Society of Civil Engineers
    titleCalibration of Nodal Demand in Water Distribution Systems
    typeJournal Paper
    journal volume137
    journal issue1
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)WR.1943-5452.0000093
    treeJournal of Water Resources Planning and Management:;2011:;Volume ( 137 ):;issue: 001
    contenttypeFulltext
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