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    Analysis of Water Quality Data to Locate Contaminant Sources 

    Source: Journal of Environmental Engineering:;2025:;Volume ( 151 ):;issue: 012:;page 04025084-1
    Author(s): Chin, David A.
    Publisher: American Society of Civil Engineers
    Abstract: AbstractAn innovative method is presented and demonstrated for analyzing spatially distributed water quality measurements to identify persistent sources of contamination within a waterbody. The method consists of first ...
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    Application of the Curve Number Method in South Florida 

    Source: Journal of Hydrologic Engineering:;2026:;Volume ( 031 ):;issue: 004:;page 04026020-1
    Author(s): Chin, David A.
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe standard curve number method is based on an initial abstraction factor, λ, equal to 0.2, while field measurements have shown that λ can vary substantially between catchments, and measured values are typically ...
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    Impact of Calibration Rainfall Limits on the Accuracy of Curve-Number Models 

    Source: Journal of Irrigation and Drainage Engineering:;2026:;Volume ( 152 ):;issue: 001:;page 04025046-1
    Author(s): Chin, David A.
    Publisher: American Society of Civil Engineers
    Abstract: AbstractMethods for estimating curve numbers from field measurements are investigated. It is shown that for the same calibration data set the curve number (CN) estimated using the median method will generally be greater ...
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    Kinematic Model of Flow and Nutrient Transport in North Biscayne Bay, Florida 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2026:;Volume ( 152 ):;issue: 001:;page 04025034-1
    Author(s): Chin, David A.
    Publisher: American Society of Civil Engineers
    Abstract: Abstract A kinematic model of the flow dynamics and nutrient transport in a long and narrow lagoonal estuary with multiple canal discharges and tidal inlets is developed and demonstrated for the nutrient-impaired segments ...
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    Effect of Return Period on Normalized Rainfall Distributions in the United States 

    Source: Journal of Hydrologic Engineering:;2018:;Volume ( 023 ):;issue: 011
    Author(s): Chin David A.
    Publisher: American Society of Civil Engineers
    Abstract: The assumption that normalized 24-h rainfall distributions are independent of return period is investigated. The results of this study show that this assumption is justified in the interior region of the eastern United ...
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    Assessment of Chen and Other Methods for Estimating Intensity-Duration-Frequency Functions 

    Source: Journal of Hydrologic Engineering:;2018:;Volume ( 023 ):;issue: 009
    Author(s): Chin David A.
    Publisher: American Society of Civil Engineers
    Abstract: Estimation of intensity-duration-frequency (IDF) functions at ungauged locations is sometimes done using the method introduced by Chen in 1983 [Chen, C. 1983. “Rainfall intensity-duration-frequency formulas.” J. Hydraul. ...
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    Delineation of Wellhead Protection Areas Containing Seepage Lakes 

    Source: Journal of Water Resources Planning and Management:;2018:;Volume ( 144 ):;issue: 003
    Author(s): Chin David A.
    Publisher: American Society of Civil Engineers
    Abstract: The conventional method of delineating wellhead protection areas using travel times is not well suited for application in wellfields containing seepage lakes. The concentration factor is identified as an intrinsic vulnerability ...
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    Cluster Analysis of Surface Water and Groundwater Levels 

    Source: Journal of Hydrologic Engineering:;2026:;Volume ( 031 ):;issue: 001:;page 04025055-1
    Author(s): Chin, David A.
    Publisher: American Society of Civil Engineers
    Abstract: AbstractConventional methods of identifying clusters of hydrologic time series are based mostly on using a Euclidean distance measure. Such approaches agglomerate time series with similar means, and the temporal fluctuations ...
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    Canonical Rainfall Distributions in the United States 

    Source: Journal of Irrigation and Drainage Engineering:;2018:;Volume ( 144 ):;issue: 011
    Author(s): Chin David A.;Ross Eboné A.
    Publisher: American Society of Civil Engineers
    Abstract: This study identifies five normalized depth-duration functions (NDDFs) that can be used to represent the rainfall characteristics in various regions of the United States. An analysis of the NDDFs at 9,24 hydrometeorological ...
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