Show simple item record

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


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record