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A Modified Rational Method Approach for Calculating First Flush Design Flow Rates to Mitigate Nonpoint Source Pollution from Stormwater Runoff

Hydrology, 2024-02, Vol.11 (2), p.21

Froehlich, David C.

2024

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Predicting Peak Discharge from Gradually Breached Embankment Dam

Journal of hydrologic engineering, 2016-11, Vol.21 (11)

Froehlich, David C.

2016

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Practical Calculation of Sand-Bed River Flow Resistance

Journal of hydraulic engineering (New York, N.Y.), 2022-02, Vol.148 (2)

Froehlich, David C.

2022

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Embankment Dam Breach Parameters and Their Uncertainties

Journal of hydraulic engineering (New York, N.Y.), 2008-12, Vol.134 (12), p.1708-1721

Froehlich, David C.

2008

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Neural Network Prediction of Alluvial Stream Bedforms

Journal of hydraulic engineering (New York, N.Y.), 2020-12, Vol.146 (12)

Froehlich, David C.

2020

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Neural Network Prediction of Maximum Scour in Bends of Sand-Bed Rivers

Journal of hydraulic engineering (New York, N.Y.), 2020-10, Vol.146 (10)

Froehlich, David C.

2020

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Peak Flood Discharge from a Landslide Dam Outburst

Natural hazards review, 2022-05, Vol.23 (2)

Froehlich, David C.

2022

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Smooth Mixed-Geometry Transitions in Water-Supply Canals

Journal of irrigation and drainage engineering, 2021-09, Vol.147 (9)

Froehlich, David C.

2021

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Discussion of “Improving Prediction of Dam Failure Peak Outflow Using Neuroevolution Combined with K-Means Clustering” by Amir Hossein Eghbali, Kourosh Behzadian, Farhad Hooshyaripor, Raziyeh Farmani, and Andrew P. Duncan

Journal of hydrologic engineering, 2018-05, Vol.23 (5)

Froehlich, David C.

2018

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Closure to “Predicting Peak Discharge from Gradually Breached Embankment Dam” by David C. Froehlich

Journal of hydrologic engineering, 2017-04, Vol.22 (8)

Froehlich, David C.

2017

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Closure to “Return Period–Dependent Rational Formula Coefficients for Two Locations in Texas” by David C. Froehlich

Journal of irrigation and drainage engineering, 2017-09, Vol.143 (9)

Froehlich, David C.

2017

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Return Period–Dependent Rational Formula Coefficients for Two Locations in Texas

Journal of irrigation and drainage engineering, 2016-09, Vol.142 (9)

Froehlich, David C.

2016

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Mass Angle of Repose of Open-Graded Rock Riprap

Journal of irrigation and drainage engineering, 2011-07, Vol.137 (7), p.454-461

Froehlich, David C.

2011

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Estimating Reservoir Sedimentation at Large Dams in India

E3S web of conferences, 2018, Vol.40, p.3042

2018

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Closure to “Resistance to Shallow Uniform Flow in Small, Riprap-Lined Drainage Channels” by David C. Froehlich

Journal of irrigation and drainage engineering, 2013-08, Vol.139 (8), p.696-698

Froehlich, David C.

2013

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Graphical Calculation of Small Catchment Peak Discharge

Journal of irrigation and drainage engineering, 2012-03, Vol.138 (3), p.245-256

Froehlich, David C.

2012

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Closure to “Most Hydraulically Efficient Riprap-Lined Drainage Channels” by David C. Froehlich

Journal of irrigation and drainage engineering, 2012-07, Vol.138 (7), p.694-695

Froehlich, David C.

2012

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Resistance to Shallow Uniform Flow in Small, Riprap-Lined Drainage Channels

Journal of irrigation and drainage engineering, 2012-02, Vol.138 (2), p.203-210

Froehlich, David C.

2012

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Short-Duration Rainfall Intensity Equations for Urban Drainage Design

Journal of irrigation and drainage engineering, 2010-08, Vol.136 (8), p.519-526

Froehlich, David C.

2010

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NRCS Overland Flow Travel Time Calculation

Journal of irrigation and drainage engineering, 2011-04, Vol.137 (4), p.258-262

Froehlich, David C.

2011

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Most Hydraulically Efficient Riprap-Lined Drainage Channels

Journal of irrigation and drainage engineering, 2011-09, Vol.137 (9), p.585-592

Froehlich, David C.

2011

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Discussion of “Generalized Method for Storm-Water Pumping Station Design” by S. David Graber

Journal of hydrologic engineering, 2011-09, Vol.16 (9), p.758-760

Froehlich, David C.

2011

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River bank stabilization using rock riprap falling aprons

River research and applications, 2009-10, Vol.25 (8), p.1036-1050

Froehlich, David C

2009

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Mathematical Formulations of NRCS 24-Hour Design Storms

Journal of irrigation and drainage engineering, 2009-04, Vol.135 (2), p.241-247

Froehlich, David C.

2009

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Graphical Sizing of Small Single-Outlet Detention Basins in the Semiarid Southwest

Journal of irrigation and drainage engineering, 2009-12, Vol.135 (6), p.779-790

Froehlich, David C.

2009

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A Modified Rational Method Approach for Calculating First Flush Design Flow Rates to Mitigate Nonpoint Source Pollution from Stormwater Runoff

Predicting Peak Discharge from Gradually Breached Embankment Dam

Practical Calculation of Sand-Bed River Flow Resistance

Embankment Dam Breach Parameters and Their Uncertainties

Neural Network Prediction of Alluvial Stream Bedforms

Neural Network Prediction of Maximum Scour in Bends of Sand-Bed Rivers

Peak Flood Discharge from a Landslide Dam Outburst

Smooth Mixed-Geometry Transitions in Water-Supply Canals

Discussion of “Improving Prediction of Dam Failure Peak Outflow Using Neuroevolution Combined with K-Means Clustering” by Amir Hossein Eghbali, Kourosh Behzadian, Farhad Hooshyaripor, Raziyeh Farmani, and Andrew P. Duncan

Closure to “Predicting Peak Discharge from Gradually Breached Embankment Dam” by David C. Froehlich

Closure to “Return Period–Dependent Rational Formula Coefficients for Two Locations in Texas” by David C. Froehlich

Return Period–Dependent Rational Formula Coefficients for Two Locations in Texas

Mass Angle of Repose of Open-Graded Rock Riprap

Estimating Reservoir Sedimentation at Large Dams in India

Closure to “Resistance to Shallow Uniform Flow in Small, Riprap-Lined Drainage Channels” by David C. Froehlich

Graphical Calculation of Small Catchment Peak Discharge

Closure to “Most Hydraulically Efficient Riprap-Lined Drainage Channels” by David C. Froehlich

Resistance to Shallow Uniform Flow in Small, Riprap-Lined Drainage Channels

Short-Duration Rainfall Intensity Equations for Urban Drainage Design

NRCS Overland Flow Travel Time Calculation

Most Hydraulically Efficient Riprap-Lined Drainage Channels

Discussion of “Generalized Method for Storm-Water Pumping Station Design” by S. David Graber

River bank stabilization using rock riprap falling aprons

Mathematical Formulations of NRCS 24-Hour Design Storms

Graphical Sizing of Small Single-Outlet Detention Basins in the Semiarid Southwest

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