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    Closure to “Least-Cost and Most Efficient Channel Cross Sections” by Gerald E. Blackler and James C. Y. Guo 

    Source: Journal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 008
    Author(s): Gerald E. Blackler
    Publisher: American Society of Civil Engineers
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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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    Paved Area Reduction Factors under Temporally Varied Rainfall and Infiltration 

    Source: Journal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 002
    Author(s): Gerald E. Blackler; James C. Y. Guo
    Publisher: American Society of Civil Engineers
    Abstract: Best management practices (BMPs) for storm water drainage systems are used to increase storm water quality and reduce the amount of storm water runoff that is generated from a developed watershed. Paved area reduction ...
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    Field Test of Paved Area Reduction Factors Using a Storm Water Management Model and Water Quality Test Site 

    Source: Journal of Irrigation and Drainage Engineering:;2014:;Volume ( 140 ):;issue: 004
    Author(s): Gerald E. Blackler; James C. Y. Guo
    Publisher: American Society of Civil Engineers
    Abstract: A water quality research facility located at Parking Lot K on the Auraria campus of the University of Colorado, Denver was used to create a calibrated hydraulic model that represents rainfall and runoff from a small, ...
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    Incentive Index Developed to Evaluate Storm-Water Low-Impact Designs 

    Source: Journal of Environmental Engineering:;2010:;Volume ( 136 ):;issue: 012
    Author(s): James C. Y. Guo; Gerald E. Blackler; T. Andrew Earles; Ken MacKenzie
    Publisher: American Society of Civil Engineers
    Abstract: In practice, the challenge of storm-water low-impact-development (LID) design is often related to how to quantify the effectiveness of a LID layout. In this study, the watershed imperviousness was chosen as a basis to ...
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