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Neural Network Prediction of Alluvial Stream Bedforms
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 ...
Peak Flood Discharge from a Landslide Dam Outburst
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 ...
Practical Calculation of Sand-Bed River Flow Resistance
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 ...
Optimizing Regulatory Floodways: Dynamic Programming Approach
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 ...
Predicting Peak Discharge from Gradually Breached Embankment Dam
Publisher: American Society of Civil Engineers
Closure to “Return Period–Dependent Rational Formula Coefficients for Two Locations in Texas” by David C. Froehlich
Publisher: American Society of Civil Engineers
Embankment Dam Breach Parameters and Their Uncertainties
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 ...
Short‐Duration‐Rainfall Intensity Equations for Drainage Design
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 ...
Short-Duration-Rainfall Intensity Equations for Drainage Design
Publisher: American Society of Civil Engineers
Width and Depth‐Constrained Best Trapezoidal Section
Publisher: American Society of Civil Engineers