Characteristics of Skimming Flow over Stepped Spillways

This paper presents the results of a laboratory study on the characteristics of fully developed skimming flow in a large model of a stepped spillway for two slopes, for a range of discharges with yc h in the range of 0.7-4.4. Fully developed aerated flow on a stepped spillway can be divided into low...

Full description

Saved in:
Bibliographic Details
Published in:Journal of hydraulic engineering (New York, N.Y.) N.Y.), 1999-04, Vol.125 (4), p.361-368
Main Authors: Chamani, M. R, Rajaratnam, N
Format: Article
Language:English
Subjects:
Air entrainment
Applied sciences
Buildings. Public works
Dams and subsidiary installations
Energy dissipation
Exact sciences and technology
Flow of fluids
Flow of water
Friction
Hydraulic constructions
Numerical methods
Reynolds number
Shear stress
TECHNICAL PAPERS
Turbulent flow
Velocity
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:This paper presents the results of a laboratory study on the characteristics of fully developed skimming flow in a large model of a stepped spillway for two slopes, for a range of discharges with yc h in the range of 0.7-4.4. Fully developed aerated flow on a stepped spillway can be divided into lower and upper regions, similar to those for self-aerated flow in steep chutes. The air concentration distributions in these two regions agree with the equations developed by Straub and Anderson for flow in steep chutes. It was found that the depth at which the air concentration is equal to 90% can be considered as the depth of aerated flow on stepped spillways. In the lower region, the velocity profiles were described by the Karman-Prandtl equation for rough turbulent flow when an equivalent bed roughness was used. A correlation was developed for the skin friction coefficient to predict the Reynolds shear stress at the virtual bed of the stepped spillway. It was found that the relative energy loss in the stepped spillway is in the range of 48-63%. It was also found that the mean air concentration on a stepped spillway is larger than that in a corresponding chute.
ISSN:0733-9429
1943-7900
DOI:10.1061/(ASCE)0733-9429(1999)125:4(361)