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    Variability of Empirical Flow Quantiles

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 001
    Author:
    Hugo A. Loaiciga
    DOI: 10.1061/(ASCE)0733-9429(1989)115:1(82)
    Publisher: American Society of Civil Engineers
    Abstract: Empirical quantiles constitute a simple alternative for estimating flow values for which there is a specified nonexceedance probability. The standard error of empirical quantile estimators is a measure of the variability to be expected about the numerical estimates obtained from flow records. It is shown in this work that the standard error of empirical flow quantiles is a function of: (1) The specified probability level associated with a particular quantile; (2) the sample size used in the estimation; and (3) the probability density function governing the realization of flow variates. An example using a series of annual runoff from 1904–1986 in the American River at Folsom Reservoir, California, shows that empirical flow quantiles are efficient, i.e., have standard errors of estimates not exceeding 10% of the actual quantile value when the return periods involved are less than 100 years and the flow record is moderately large. Results from Monte Carlo simulations indicate that the approximate expression for standard error of the empirical quantile derived in this work is accurate to within
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      Variability of Empirical Flow Quantiles

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    contributor authorHugo A. Loaiciga
    date accessioned2017-05-08T20:40:21Z
    date available2017-05-08T20:40:21Z
    date copyrightJanuary 1989
    date issued1989
    identifier other%28asce%290733-9429%281989%29115%3A1%2882%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23058
    description abstractEmpirical quantiles constitute a simple alternative for estimating flow values for which there is a specified nonexceedance probability. The standard error of empirical quantile estimators is a measure of the variability to be expected about the numerical estimates obtained from flow records. It is shown in this work that the standard error of empirical flow quantiles is a function of: (1) The specified probability level associated with a particular quantile; (2) the sample size used in the estimation; and (3) the probability density function governing the realization of flow variates. An example using a series of annual runoff from 1904–1986 in the American River at Folsom Reservoir, California, shows that empirical flow quantiles are efficient, i.e., have standard errors of estimates not exceeding 10% of the actual quantile value when the return periods involved are less than 100 years and the flow record is moderately large. Results from Monte Carlo simulations indicate that the approximate expression for standard error of the empirical quantile derived in this work is accurate to within
    publisherAmerican Society of Civil Engineers
    titleVariability of Empirical Flow Quantiles
    typeJournal Paper
    journal volume115
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1989)115:1(82)
    treeJournal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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