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    Review of <i>Stormwater Effects Handbook: A Toolbox for Watershed Managers, Scientists, and Engineers</i> by G. Allen Burton, Jr. and Robert E. Pitt 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 003
    Author(s): Larry A. Roesner
    Publisher: American Society of Civil Engineers
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    Urban Water Resources Issues in the 21st Century 

    Source: Journal of Professional Issues in Engineering:;1988:;Volume ( 114 ):;issue: 003
    Author(s): Larry A. Roesner; Stuart G. Walesh
    Publisher: American Society of Civil Engineers
    Abstract: The Urban Water Resources Research Council identifies four critical engineering issues that must be addressed in the 21st century: water supply, storm water management, combined sewer systems, and engineering education. ...
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    Closure to “<i>Probability Model of Stream Quality Due to Runoff</i>” by Dominic M. DiToro (June, 1984) 

    Source: Journal of Environmental Engineering:;1985:;Volume ( 111 ):;issue: 005
    Author(s): Larry A. Roesner; Stergios A. Dendrou
    Publisher: American Society of Civil Engineers
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    Corporate University: Consulting Firm Case Study 

    Source: Journal of Management in Engineering:;1998:;Volume ( 014 ):;issue: 002
    Author(s): Larry A. Roesner; Stuart G. Walesh
    Publisher: American Society of Civil Engineers
    Abstract: Continuing education and training are vital in technical organizations for at least two reasons. One is to keep pace with rapid changes in technology. The other is preparing selected technically oriented individuals to ...
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    Effects of Design Practice for Flood Control and Best Management Practices on the Flow-Frequency Curve 

    Source: Journal of Water Resources Planning and Management:;2004:;Volume ( 130 ):;issue: 002
    Author(s): Seth M. Nehrke; Larry A. Roesner
    Publisher: American Society of Civil Engineers
    Abstract: Peak-flow attenuation is widely used in urban storm-water systems. Standard practice typically involves peak shaving of postdevelopment flows to predevelopment peak-flow levels for given return interval storms. In most ...
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    Performance Modeling of Storm Water Best Management Practices with Uncertainty Analysis 

    Source: Journal of Hydrologic Engineering:;2011:;Volume ( 016 ):;issue: 004
    Author(s): Daeryong Park; Jim C. Loftis; Larry A. Roesner
    Publisher: American Society of Civil Engineers
    Abstract: The performance of storm water best management practices (BMPs) contains many uncertainties that make predicting BMP performance difficult. The objective of this study is to build a BMP performance model that incorporates ...
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    Are Best-Management-Practice Criteria Really Environmentally Friendly? 

    Source: Journal of Water Resources Planning and Management:;2001:;Volume ( 127 ):;issue: 003
    Author(s): Larry A. Roesner; Brian P. Bledsoe; Robert W. Brashear
    Publisher: American Society of Civil Engineers
    Abstract: In the 1990's, a number of best management practices (BMPs) manuals have been developed that address the control of urban runoff to protect receiving water quality. More recently, several papers have investigated the ...
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    Effect of the Seasonal Rainfall Distribution on Storm-Water Quality Capture Volume Estimation 

    Source: Journal of Water Resources Planning and Management:;2013:;Volume ( 139 ):;issue: 001
    Author(s): Daeryong Park; Young-Il Song; Larry A. Roesner
    Publisher: American Society of Civil Engineers
    Abstract: The water quality capture volume (WQCV) is a design parameter that is used for sizing urban storm-water treatment facilities. The storage, treatment, overflow, and runoff model (STORM) in NetSTORM was used to translate ...
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    Evaluation of Methods for Representing Urban Terrain in Storm-Water Modeling 

    Source: Journal of Hydrologic Engineering:;2010:;Volume ( 015 ):;issue: 001
    Author(s): Jorge Gironás; Jeffrey D. Niemann; Larry A. Roesner; Fabrice Rodriguez; Hervé Andrieu
    Publisher: American Society of Civil Engineers
    Abstract: Many storm-water modeling problems consider watersheds comprised of complex flow networks including surfaces, streets, pipes, and channels. Ideally, hydrologic methods would be used to model the accumulation of runoff on ...
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