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    Storm-Water Predictions by Dimensionless Unit Hydrograph 

    Source: Journal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author(s): James C. Guo
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a theoretical derivation of a dimensionless unit hydrograph using the kinematic wave approach. The dimensionless kinematic wave unit hydrograph (KWUH) is normalized by the parameters associated with the ...
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    Closure to “Storm-Water Predictions by Dimensionless Unit Hydrograph” by James C. Y. Guo 

    Source: Journal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author(s): James C. Guo
    Publisher: American Society of Civil Engineers
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    Volume-Based Imperviousness for Storm Water Designs 

    Source: Journal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author(s): James C. Guo
    Publisher: American Society of Civil Engineers
    Abstract: The concept of low impact development (LID) is to apply decentralized on-site runoff source control to preserve the watershed hydrologic and ecological functions. An integrated layout using bioretention and vegetated ...
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    Conservative Design Rainfall Distribution 

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 005
    Author(s): James C. Guo; Kelly Hargadin
    Publisher: American Society of Civil Engineers
    Abstract: To design urban storm water infrastructures, hydrologists apply the SCS Types I, II, and III
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    Conversion of Natural Watershed to Kinematic Wave Cascading Plane 

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 008
    Author(s): James C. Guo; Ben Urbonas
    Publisher: American Society of Civil Engineers
    Abstract: Storm water management models using the kinematic wave (KW) approach require the conversion of a natural watershed to its equivalent rectangular cascading plane. AKW cascading plane is specified by the plane’s area, width, ...
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    Least-Cost and Most Efficient Channel Cross Sections 

    Source: Journal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 002
    Author(s): Gerald E. Blackler; James C. Guo
    Publisher: American Society of Civil Engineers
    Abstract: It has been a long-standing concern to decide if a channel should be designed to have the highest hydraulic efficiency or the least cost. In this study, a large amount of channel construction costs were reviewed and analyzed ...
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    Retrofit Storm Water Retention Volume for Low Impact Development 

    Source: Journal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 006
    Author(s): James C. Guo; Jeffery Y. Cheng
    Publisher: American Society of Civil Engineers
    Abstract: The concept of low impact development (LID) applies decentralized on-site runoff source control to storm water management. LID is an integration of bioretention and vegetated landscapes to maintain a catchment’s hydrologic ...
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