Estimation of Curve Numbers for Concrete and Asphalt
All impervious surfaces are assigned a Curve Number (CN) of 98. However, no field or experimental evidence exists (to our knowledge) that shows why the impervious CN was assigned a value...

Relationship of Hydrologic Soil Groups to Curve Number: Results of a Study

Effects of Prior Rainfall and Storm Variables on Curve Number Rainfall-Runoff

Progress Report: ASCE Task Committee on State of the Practice in Curve Number Hydrology
In response to a growing awareness of the role of the Curve Number method in engineering and environmental impact applications, and its limitations, the Committee was formed in late 1997,...

Analysis of the Roller in Hydraulic Jumps

Incipient Motion Under Shallow Flow Conditions

Local Scour Increment by Successive Bridge Construction

The Origin and Derivation of Ia/S in the Runoff Curve Number System

Precipitation Variability and Curve Numbers

Relationship Between Turbulent Structure Near the Free-Surface and Surface-Wave-Fluctuations

Building Scour in Floodplains

Selection of Sediment Transport Relations: Part II, Ranges of Dimensionless Numbers
With a large number of sediment transport equations claiming to be applicable within various ranges of hydraulic and sediment parameters, engineers are often faced with the dilemma of...

Study of Hydraulic Jump Lengths on Inclined Channel Beds
A hydraulic jump is generally used to dissipate kinetic energy of flow to protect man-made structures such as spillways, drop structures, and outlet works. It serves as a perfect location...

Discussion of Some Grid-Independence Issues in the Context of κ—ϵ and κ—ω Models of Turbulence

Determination of Force and Surface Pressure Coefficients of High Reynolds Number Flow over Circular Cylinder by Discrete Vortex Method

Finite Analytic Numerical Simulation of Flow in an Expansion Channel

Turbulence Measurements in Low Froude Number Hydraulic Jumps

A Similitude Model for Flow-Induced Vibrational Response of Wicket Gates

Experiences in Estimating Curve Numbers From Rainfall Simulation Data

The Effect of Approaching Flow Angles on the Local Scour at Semi-Circular Piers





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