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    Sampling Design Methods for Water Distribution Model Calibration

    Source: Journal of Water Resources Planning and Management:;1998:;Volume ( 124 ):;issue: 006
    Author:
    Cheryl A. Bush
    ,
    James G. Uber
    DOI: 10.1061/(ASCE)0733-9496(1998)124:6(334)
    Publisher: American Society of Civil Engineers
    Abstract: Field sampling is sometimes performed to support modeling activities—specifically, to estimate the parameters of a mathematical model or, more accurately, to calibrate the model. In this case, a relevant question for field samplings design is “how to maximize the confidence in estimated parameter values, given a level of sampling effort?” We approach this question using established ideas in parameter estimation and sampling design theory and propose general sensitivity-based methods to rank the locations and types of measurements for estimating the parameters of a water distribution network model. The proposed methods are suboptimal, yet practical, and are applied to select good tracer and pressure measurement locations for estimating pipe roughness coefficients. These particular results suggest that, when compared to pressure measurements, tracer measurements can be informative for calibrating network hydraulic parameters but one must take more care in selecting their location. Using the proposed methods, a selection of both tracer and pressure measurements improves estimation confidence by a factor of 2, over that obtained using tracer or pressure measurements alone.
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      Sampling Design Methods for Water Distribution Model Calibration

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    http://yetl.yabesh.ir/yetl1/handle/yetl/39549
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    contributor authorCheryl A. Bush
    contributor authorJames G. Uber
    date accessioned2017-05-08T21:07:29Z
    date available2017-05-08T21:07:29Z
    date copyrightNovember 1998
    date issued1998
    identifier other%28asce%290733-9496%281998%29124%3A6%28334%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39549
    description abstractField sampling is sometimes performed to support modeling activities—specifically, to estimate the parameters of a mathematical model or, more accurately, to calibrate the model. In this case, a relevant question for field samplings design is “how to maximize the confidence in estimated parameter values, given a level of sampling effort?” We approach this question using established ideas in parameter estimation and sampling design theory and propose general sensitivity-based methods to rank the locations and types of measurements for estimating the parameters of a water distribution network model. The proposed methods are suboptimal, yet practical, and are applied to select good tracer and pressure measurement locations for estimating pipe roughness coefficients. These particular results suggest that, when compared to pressure measurements, tracer measurements can be informative for calibrating network hydraulic parameters but one must take more care in selecting their location. Using the proposed methods, a selection of both tracer and pressure measurements improves estimation confidence by a factor of 2, over that obtained using tracer or pressure measurements alone.
    publisherAmerican Society of Civil Engineers
    titleSampling Design Methods for Water Distribution Model Calibration
    typeJournal Paper
    journal volume124
    journal issue6
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1998)124:6(334)
    treeJournal of Water Resources Planning and Management:;1998:;Volume ( 124 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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