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    Sampling Adjustment Factors for Rainfall Recorded at Fixed Time Intervals 

    Source: Journal of Hydrologic Engineering:;2003:;Volume ( 008 ):;issue: 005
    Author(s): C. Bryan Young; Bruce M. McEnroe
    Publisher: American Society of Civil Engineers
    Abstract: Precipitation data collected at fixed time intervals will most likely miss true maximum accumulations for durations equal or close to the sampling interval. This becomes a problem when fixed-interval rainfall data are used ...
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    Updated Precipitation Frequency Estimates for Kansas City: Comparison with TP-40 and HYDRO-35 

    Source: Journal of Hydrologic Engineering:;2006:;Volume ( 011 ):;issue: 003
    Author(s): C. Bryan Young; Bruce M. McEnroe
    Publisher: American Society of Civil Engineers
    Abstract: This paper summarizes methods and results for a recent precipitation frequency study of the Kansas City metropolitan area. The study was motivated by prevalent concern that frequency estimates used for hydrologic design ...
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    Evaluating the Form of the Rational Equation 

    Source: Journal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 001
    Author(s): C. Bryan Young; Bruce M. McEnroe
    Publisher: American Society of Civil Engineers
    Abstract: The Rational method is widely used in the design of hydraulic structures, such as storm sewers and culverts. Many engineers consider the Rational equation a rule-of-thumb method and dismiss it in favor of regional ...
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    Evaluating the Sensitivity of Attic Radiant Barrier Performance to Climate Parameters 

    Source: Journal of Energy Engineering:;2008:;Volume ( 134 ):;issue: 001
    Author(s): Mario A. Medina; C. Bryan Young
    Publisher: American Society of Civil Engineers
    Abstract: By employing a calibrated and tested computer model, simulations of ceiling heat transfer in typical residential attics located in 12 locations across the United States were obtained to study the sensitivity of attic radiant ...
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    Empirical Determination of Rational Method Runoff Coefficients 

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 012
    Author(s): C. Bryan Young; Bruce M. McEnroe; Anthony C. Rome
    Publisher: American Society of Civil Engineers
    Abstract: The rational method for determining peak flood discharges has been used for the design of hydraulic structures for decades. Despite the popularity of the method, little attention has been paid to improving guidance for ...
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    Computational-Reach Length for Prismatic Channels 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 006
    Author(s): Jennifer K. Holman-Dodds; C. Bryan Young; Brian R. Nelson
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, we present a methodology for the selection of reach length in unsteady, one-dimensional models of open channel flow. Using computational experiments, we determined an appropriate reach length for 425 ...
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    Laboratory Evaluation of Deformations of Steel-Reinforced High-Density Polyethylene Pipes under Static Loads 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 012
    Author(s): Deep Kumar Khatri; Jie Han; Robert L. Parsons; Bryan Young; James J. Brennan; Ryan Corey
    Publisher: American Society of Civil Engineers
    Abstract: A new product, steel-reinforced high-density polyethylene (SRHDPE) pipe, with high-strength steel reinforcing ribs wound helically and covered by corrosion-resistant high-density polyethylene (HDPE) resin inside and outside ...
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