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    Probability Distribution of Annual Maximum, Mean, and Minimum Streamflows in the United States

    Source: Journal of Hydrologic Engineering:;1996:;Volume ( 001 ):;issue: 002
    Author:
    Richard M. Vogel
    ,
    Ian Wilson
    DOI: 10.1061/(ASCE)1084-0699(1996)1:2(69)
    Publisher: American Society of Civil Engineers
    Abstract: L-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.
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    • Statistics

      Probability Distribution of Annual Maximum, Mean, and Minimum Streamflows in the United States

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    http://yetl.yabesh.ir/yetl1/handle/yetl/49344
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    • Journal of Hydrologic Engineering

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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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