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    Low‐Flow Frequency Analysis Using Probability‐Plot Correlation Coefficients 

    Source: Journal of Water Resources Planning and Management:;1989:;Volume ( 115 ):;issue: 003
    Author(s): Richard M. Vogel; Charles N. Kroll
    Publisher: American Society of Civil Engineers
    Abstract: Although a vast amount of literature exists on the selection of an appropriate probability distribution for annual maximum floodflows, few studies have examined which probability distributions are most suitable to fit to ...
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    Probability Distribution of Low Streamflow Series in the United States 

    Source: Journal of Hydrologic Engineering:;2002:;Volume ( 007 ):;issue: 002
    Author(s): Charles N. Kroll; Richard M. Vogel
    Publisher: American Society of Civil Engineers
    Abstract: Estimates of low streamflow statistics are required for a variety of water resource applications. At gauged river sites, the estimation of low streamflow statistics requires estimation of annual n-day minimum streamflows, ...
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    Closure to “Probability Distribution of Low Streamflow Series in the United States” by Charles N. Kroll and Richard M. Vogel 

    Source: Journal of Hydrologic Engineering:;2003:;Volume ( 008 ):;issue: 005
    Author(s): Charles N. Kroll; Richard M. Vogel
    Publisher: American Society of Civil Engineers
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    Impact of Streamflow Persistence on Hydrologic Design 

    Source: Journal of Hydrologic Engineering:;2002:;Volume ( 007 ):;issue: 003
    Author(s): Ellen M. Douglas; Richard M. Vogel; Charles N. Kroll
    Publisher: American Society of Civil Engineers
    Abstract: Conventional methods for estimating the average return period,
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    Decision Trees for Incorporating Hypothesis Tests of Hydrologic Alteration into Hydropower–Ecosystem Tradeoffs 

    Source: Journal of Water Resources Planning and Management:;2020:;Volume ( 146 ):;issue: 005
    Author(s): Jory S. Hecht; Richard M. Vogel; Ryan A. McManamay; Charles N. Kroll; J. Michael Reed
    Publisher: ASCE
    Abstract: Short streamflow records make it difficult to determine the extent to which discharge changes in excess of ecological thresholds are due to dam operations or natural variability. Unnecessary changes to reservoir operating ...
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