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    Neural Network Prediction of Alluvial Stream Bedforms 

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 012
    Author(s): David C. Froehlich
    Publisher: ASCE
    Abstract: Substantial laboratory, field, and theoretical studies have been carried out by many to understand alluvial stream bedform origin, their shapes, equilibrium with the flow, and their depositional structure. The findings of ...
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    Peak Flood Discharge from a Landslide Dam Outburst 

    Source: Natural Hazards Review:;2022:;Volume ( 023 ):;issue: 002:;page 04022001
    Author(s): David C. Froehlich
    Publisher: ASCE
    Abstract: A rapid method for estimating the peak discharge from a breached landslide dam is developed from an analysis of 42 outburst floods. Systematic classification of the river blockages based on the landslide type, its material ...
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    Practical Calculation of Sand-Bed River Flow Resistance 

    Source: Journal of Hydraulic Engineering:;2021:;Volume ( 148 ):;issue: 002:;page 06021019
    Author(s): David C. Froehlich
    Publisher: ASCE
    Abstract: The dynamics of bed configurations and the effect of the bedforms on flow in sand-bed rivers are among the most challenging aspects of fluvial hydraulics to quantify. The big unknown is the resistance coefficient, without ...
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    Optimizing Regulatory Floodways: Dynamic Programming Approach 

    Source: Journal of Water Resources Planning and Management:;2025:;Volume ( 151 ):;issue: 002:;page 04024067-1
    Author(s): David C. Froehlich
    Publisher: American Society of Civil Engineers
    Abstract: The United States National Flood Insurance Program (NFIP) relies on floodway and encroachment line standards to regulate floodplain development and minimize flood damage while ensuring public safety. A regulatory floodway ...
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    Predicting Peak Discharge from Gradually Breached Embankment Dam 

    Source: Journal of Hydrologic Engineering:;2016:;Volume ( 021 ):;issue: 011
    Author(s): David C. Froehlich
    Publisher: American Society of Civil Engineers
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    Closure to “Return Period–Dependent Rational Formula Coefficients for Two Locations in Texas” by David C. Froehlich 

    Source: Journal of Irrigation and Drainage Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): David C. Froehlich
    Publisher: American Society of Civil Engineers
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    Embankment Dam Breach Parameters and Their Uncertainties 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 012
    Author(s): David C. Froehlich
    Publisher: American Society of Civil Engineers
    Abstract: Potential flood hazards that would be created by breached embankment dams need to be evaluated to select spillway design floods and to prepare emergency action plans. The breaches are often modeled simply, usually in the ...
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    Short‐Duration‐Rainfall Intensity Equations for Drainage Design 

    Source: Journal of Irrigation and Drainage Engineering:;1993:;Volume ( 119 ):;issue: 005
    Author(s): David C. Froehlich
    Publisher: American Society of Civil Engineers
    Abstract: A procedure for developing rainfall intensity‐duration equations for short durations (less than 1 hr) for any location in the United States is described. The procedure uses readily available isopluvial maps developed by ...
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    Short-Duration-Rainfall Intensity Equations for Drainage Design 

    Source: Journal of Irrigation and Drainage Engineering:;1995:;Volume ( 121 ):;issue: 004
    Author(s): David C. Froehlich
    Publisher: American Society of Civil Engineers
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    Width and Depth‐Constrained Best Trapezoidal Section 

    Source: Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 004
    Author(s): David C. Froehlich
    Publisher: American Society of Civil Engineers
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