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    Generalized Method of Moments Applied to LP3 Distribution

    Source: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 008
    Author:
    Bernard Bobee
    ,
    Fahim Ashkar
    DOI: 10.1061/(ASCE)0733-9429(1988)114:8(899)
    Publisher: American Society of Civil Engineers
    Abstract: The log‐Pearson type 3 (LP3) distribution is recommended in the United States by the Water Resources Council (WRC) as the parent distribution to maximum annual flood series. The parameter estimation technique proposed for this distribution consists in applying a logarithmic transformation to the observed flood sample and then applying the method of moments to these logarithmic values using moments of order 1, 2, and 3 (mean, variance, and coefficient of skew) in log space. Other methods have been proposed which use only moments in real space such as the mean, variance, geometric mean, harmonic mean, etc. of the observed sample, or combination of moments in real and log space (method of “mixed moments”). There are many other versions of the method of moments which have yet to be explored and evaluated. To help motivate this kind of exploration, we derive a general formula for the variance of the T‐year event
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      Generalized Method of Moments Applied to LP3 Distribution

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    contributor authorBernard Bobee
    contributor authorFahim Ashkar
    date accessioned2017-05-08T20:40:18Z
    date available2017-05-08T20:40:18Z
    date copyrightAugust 1988
    date issued1988
    identifier other%28asce%290733-9429%281988%29114%3A8%28899%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23029
    description abstractThe log‐Pearson type 3 (LP3) distribution is recommended in the United States by the Water Resources Council (WRC) as the parent distribution to maximum annual flood series. The parameter estimation technique proposed for this distribution consists in applying a logarithmic transformation to the observed flood sample and then applying the method of moments to these logarithmic values using moments of order 1, 2, and 3 (mean, variance, and coefficient of skew) in log space. Other methods have been proposed which use only moments in real space such as the mean, variance, geometric mean, harmonic mean, etc. of the observed sample, or combination of moments in real and log space (method of “mixed moments”). There are many other versions of the method of moments which have yet to be explored and evaluated. To help motivate this kind of exploration, we derive a general formula for the variance of the T‐year event
    publisherAmerican Society of Civil Engineers
    titleGeneralized Method of Moments Applied to LP3 Distribution
    typeJournal Paper
    journal volume114
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1988)114:8(899)
    treeJournal of Hydraulic Engineering:;1988:;Volume ( 114 ):;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
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