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Generalized Method of Moments Applied to LP3 Distribution
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 ...
Discriminating between the Lognormal and the Log-Logistic Distributions for Hydrological Frequency Analysis
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 (
Separation of Skewness: Reality of Regional Artifact?
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 ...
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)
Publisher: American Society of Civil Engineers
Effect of Trimming on LP III Flood Quantile Estimates
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 ...
Approximate Confidence Intervals for Quantiles of Gamma and Generalized Gamma Distributions
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 ...
Erratum:
Publisher: American Society of Civil Engineers
Cramér-von Mises and Anderson-Darling Goodness-of-Fit Tests for the Two-Parameter Kappa Distribution
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 ...
Discussion of “<i>Recurrence Interval of Geophysical Events</i>” by Hugo A. Loaiciga and Miguel A. Marino (May/June, 1991, Vol. 117, No. 3)
Publisher: American Society of Civil Engineers