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    Sample Size Determination in Open-Channel Inverse Problems

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 008
    Author:
    Rahman H. Khatibi
    DOI: 10.1061/(ASCE)0733-9429(2001)127:8(678)
    Publisher: American Society of Civil Engineers
    Abstract: Open-channel flow simulations require values of friction parameters that are determined through formulating their inverse problems using a sample of historic events. However, there is a risk of the parameter values being biased toward the events used because of the sample size of historic events. Traditional sample-size determination approaches are known to suffer from a conflict between reliability and costs. In addition, there is no objective approach to determine a minimum size. These problems are solved through formulating the new “confidence calculation method,” which builds on the following: (1) the data points of a “parent sample” of friction parameters are resampled into “subsample populations,” where their “subsample means” contain latent information governed by the “central limit theorem”; (2) a rigorously derived formula makes it possible to calculate standard deviations of subsample populations, replacing direct resampling operations with mathematical ones; and (3) the method is parameterized for quantitatively trading off between sample sizes and reliability, minimizing the risk of the dependence of parameter values on their size. This paper illustrates the application of the method using synthetically generated samples of open-channel friction parameters.
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      Sample Size Determination in Open-Channel Inverse Problems

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    contributor authorRahman H. Khatibi
    date accessioned2017-05-08T20:44:06Z
    date available2017-05-08T20:44:06Z
    date copyrightAugust 2001
    date issued2001
    identifier other%28asce%290733-9429%282001%29127%3A8%28678%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25236
    description abstractOpen-channel flow simulations require values of friction parameters that are determined through formulating their inverse problems using a sample of historic events. However, there is a risk of the parameter values being biased toward the events used because of the sample size of historic events. Traditional sample-size determination approaches are known to suffer from a conflict between reliability and costs. In addition, there is no objective approach to determine a minimum size. These problems are solved through formulating the new “confidence calculation method,” which builds on the following: (1) the data points of a “parent sample” of friction parameters are resampled into “subsample populations,” where their “subsample means” contain latent information governed by the “central limit theorem”; (2) a rigorously derived formula makes it possible to calculate standard deviations of subsample populations, replacing direct resampling operations with mathematical ones; and (3) the method is parameterized for quantitatively trading off between sample sizes and reliability, minimizing the risk of the dependence of parameter values on their size. This paper illustrates the application of the method using synthetically generated samples of open-channel friction parameters.
    publisherAmerican Society of Civil Engineers
    titleSample Size Determination in Open-Channel Inverse Problems
    typeJournal Paper
    journal volume127
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2001)127:8(678)
    treeJournal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 008
    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
    yabeshDSpacePersian