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contributor authorRichard M. Vogel
contributor authorIan Wilson
date accessioned2017-05-08T21:23:04Z
date available2017-05-08T21:23:04Z
date copyrightApril 1996
date issued1996
identifier other%28asce%291084-0699%281996%291%3A2%2869%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49344
description abstractL-moment diagrams are constructed for annual minimum, average, and maximum streamflows at more than 1,455 river basins in the United States. Goodness-of-fit comparisons reveal that the generalized extreme value (GEV), three-parameter lognormal (LN3) and the log Pearson Type III (LP3) distributions provide good approximations to the distribution of annual maximum flood flows. These results are consistent with other L-moment studies. A World Meteorological Organization survey of 54 agencies in 28 countries reveals that the LN3 distribution is not a standard in any country, GEV is a standard in one country, and LP3 is a standard in seven countries. The time is ripe for agencies and countries to reevaluate their standards with respect to the choice of a suitable model for flood frequency analysis. L-moment diagrams also reveal that among numerous alternatives, the Pearson Type III (P3) distribution provides the best fit to both annual minimum and annual average streamflows.
publisherAmerican Society of Civil Engineers
titleProbability Distribution of Annual Maximum, Mean, and Minimum Streamflows in the United States
typeJournal Paper
journal volume1
journal issue2
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)1084-0699(1996)1:2(69)
treeJournal of Hydrologic Engineering:;1996:;Volume ( 001 ):;issue: 002
contenttypeFulltext


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