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    Determining the Minimum Number of Stochastically Generated Point Precipitation Records Required to Model Basinwide Precipitation 

    Source: Journal of Hydrologic Engineering:;2011:;Volume ( 016 ):;issue: 005
    Author(s): Matthew C. Carney
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a general expression that may be used to determine the minimum number of locations in a river basin at which cross-correlated point precipitation time series must be stochastically generated to adequately ...
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    Bias Correction to GEV Shape Parameters Used to Predict Precipitation Extremes 

    Source: Journal of Hydrologic Engineering:;2016:;Volume ( 021 ):;issue: 010
    Author(s): Matthew C. Carney
    Publisher: American Society of Civil Engineers
    Abstract: Previous studies have shown that the shape parameter of the generalized extreme-value (GEV) distribution, a distribution commonly applied in precipitation frequency analysis, is difficult to estimate from short records ...
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    Comparison of Point Precipitation Frequency Analyses of Storm-Typed Maxima and Overall Maxima for a Region in Eastern Tennessee 

    Source: Journal of Hydrologic Engineering:;2020:;Volume ( 025 ):;issue: 008
    Author(s): Matthew C. Carney; Periandros Samothrakis; Craig J. Talbot; Stewart W. Taylor
    Publisher: ASCE
    Abstract: In frequency analysis of point precipitation extremes, one approach that has been suggested is to segregate precipitation data by storm type. Thus, for short-duration (e.g., 2-h) extremes, only observations from ...
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