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    Generalized Method of Moments Applied to LP3 Distribution 

    Source: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 008
    Author(s): Bernard Bobee; Fahim Ashkar
    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 ...
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    Discriminating between the Lognormal and the Log-Logistic Distributions for Hydrological Frequency Analysis 

    Source: Journal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 001
    Author(s): Fahim Ashkar; François Aucoin
    Publisher: American Society of Civil Engineers
    Abstract: Discriminating between competitive statistical models is an important problem in hydrological frequency analysis. The present study deals with discrimination between the two-parameter lognormal (
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    Separation of Skewness: Reality of Regional Artifact? 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 003
    Author(s): Fahim Ashkar; Bernard Bobée; Jacques Bernier
    Publisher: American Society of Civil Engineers
    Abstract: Statistical distributions have often been used to estimate future flood probabilities based on a past record of flood events. To choose such distributions, one study in the United States considered a number of hydrologically ...
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    Closure to “<i>Separation of Skewness: Reality or Regional Artifact?</i>” by Fahim Ashkar, Bernard Bobée, and Jacques Bernier (March, 1992, Vol. 118, No. 3) 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author(s): Fahim Ashkar; Bernard Bobée; Jacques Bernier
    Publisher: American Society of Civil Engineers
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    Effect of Trimming on LP III Flood Quantile Estimates 

    Source: Journal of Hydrologic Engineering:;1998:;Volume ( 003 ):;issue: 001
    Author(s): Taha B. M. J. Ouarda; Fahim Ashkar
    Publisher: American Society of Civil Engineers
    Abstract: In the fields of statistics and hydrology, a considerable amount of research has been directed toward robust methods of estimation. This paper broadly reviews these methods and presents results of the application of a ...
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    Approximate Confidence Intervals for Quantiles of Gamma and Generalized Gamma Distributions 

    Source: Journal of Hydrologic Engineering:;1998:;Volume ( 003 ):;issue: 001
    Author(s): Fahim Ashkar; Taha B. M. J. Ouarda
    Publisher: American Society of Civil Engineers
    Abstract: In hydraulic design, one often needs to estimate flood quantiles for use as design values. It is important to assess the estimation error by constructing confidence intervals (CIs) for these quantiles. Fitting probability ...
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    Erratum: 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author(s): Fahim Ashkar; Bernard Bobée; Jacques Bernier
    Publisher: American Society of Civil Engineers
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    Cramér-von Mises and Anderson-Darling Goodness-of-Fit Tests for the Two-Parameter Kappa Distribution 

    Source: Journal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 012
    Author(s): Fahim Ashkar; François Aucoin; Vartan Choulakian; Celeste Vautour
    Publisher: American Society of Civil Engineers
    Abstract: In hydrology, one often needs to use goodness-of-fit tests to describe how well a statistical frequency model fits a set of observations. The two-parameter kappa (KAP2) distribution is a frequency model that has already ...
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    Discussion of “<i>Recurrence Interval of Geophysical Events</i>” by Hugo A. Loaiciga and Miguel A. Marino (May/June, 1991, Vol. 117, No. 3) 

    Source: Journal of Water Resources Planning and Management:;1992:;Volume ( 118 ):;issue: 004
    Author(s): Fahim Ashkar; Taha B. M. J. Ouarda; Nassir El‐Jabi
    Publisher: American Society of Civil Engineers
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