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    Discussion of “Analysis of the Impacts of Dikes on Flood Stages in the Middle Mississippi River” by Chester C. Watson, David S. Biedenharn, and Colin R. Thorne 

    Source: Journal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 009
    Author(s): Nicholas Pinter
    Publisher: American Society of Civil Engineers
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    Discussion of “Mississippi River Streamflow Measurement Techniques at St. Louis, Missouri” by Chester C. Watson, Robert R. Holmes Jr., and David S. Biedenharn 

    Source: Journal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 008
    Author(s): Nicholas Pinter
    Publisher: American Society of Civil Engineers
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    Application of a Routing Model for Detecting Channel Flow Changes with Minimal Data 

    Source: Journal of Hydrologic Engineering:;2008:;Volume ( 013 ):;issue: 006
    Author(s): Jozsef Szilagyi; Nicholas Pinter; Rob Venczel
    Publisher: American Society of Civil Engineers
    Abstract: The discrete linear cascade model (DLCM) was applied for historical flow routing along the Nebraska City–Rulo section of the Missouri River in southeastern Nebraska. With the help of optimized model parameters it has been ...
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    Theoretical Analysis of Wing Dike Impact on River Flood Stages 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 005
    Author(s): Fredrik Huthoff; Nicholas Pinter; Jonathan W. F. Remo
    Publisher: American Society of Civil Engineers
    Abstract: The question of whether wing dikes (bank-perpendicular river training structures or groynes) cause higher flood levels has been debated in the United States for many years. Some researchers point to empirical data that ...
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    Closure to “Theoretical Analysis of Wing Dike Impact on River Flood Stages” by Fredrik Huthoff, Nicholas Pinter, and Jonathan W. F. Remo 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 011
    Author(s): Fredrik Huthoff; Nicholas Pinter; Jonathan W. F. Remo
    Publisher: American Society of Civil Engineers
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