Skip to Main Content
Skip Nav Destination
Article navigation
Volume 81, Issue 2
June 1986
Proceedings of the Institution of Civil Engineers Cover Image for Volume 81, Issue 2
Research Article| June 01 1986

VELOCITY PROFILES & FRICTION FACTOR RELATIONSHIPS FOR TURBULENT FLOW I N SMOOTH PIPES-A REASSESSMENT OF SOME EARLIER MIXING LENGTH ASSUMPTIO. Available to Purchase

GD MATTHEW;
GD MATTHEW
Search for other works by this author on:
This Site
PubMed
Google Scholar
REYNOLDS
REYNOLDS
Search for other works by this author on:
This Site
PubMed
Google Scholar
Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1986
Proceedings of the Institution of Civil Engineers (1986) 81 (2): 277–290.
https://doi.org/10.1680/iicep.1986.604

Article PDF first page preview

First page of VELOCITY PROFILES & FRICTION FACTOR RELATIONSHIPS FOR TURBULENT FLOW I N SMOOTH PIPES-A REASSESSMENT OF SOME EARLIER MIXING LENGTH ASSUMPTIO.
Keywords:
ABERDEEN UNIVERSITY, VELOCITY, FRICTION, FACTORS, TURBULENT, FLOW, PIPES, SMOOTH, MIXING, LENGTH, FLUIDS, WALLS, REYNOLDS NUMBERS, NUMBERS, EQUATIONS, PROFILES
This content is only available via PDF.
© Thomas Telford and ICE
1986
You do not currently have access to this content.
Don't already have an account? Register

Purchased this content as a guest? Enter your email address to restore access.

Please enter valid email address.
Pay-Per-View Access
$39.00
Rental
This article is also available for rental through DeepDyve. Read this now at DeepDyve
AN IMPROVED REPRESENTATION OF FLOODING AND DRYING AND WIND STRESS EFFECTS IN A TWO-DIMENSIONAL TIDAL NUMERICAL MODEL
PARTIAL SHEAR CONNECTION IN COMPOSITE BEAMS FOR BUILDINGS.
MEASUREMENT OF OVERBANK FLOW IN A COMPOUND RIVER CHANNEL.
AN UNSTEADY FLOW BORE MODEL FOR SEDIMENT TRANSPORT IN BROKEN WAVES. PART 1: THE DEVELOPMENT OF THE NUMERICAL MODEL.

Suggested Reading

DISCUSSION. WATER SURFACE PROFILES IN GRADUALLY VARIED OPEN-CHANNEL FLOW.
Proceedings of the Institution of Civil Engineers (July,1969)
TECHNICAL NOTE. FURTHER THOUGHTS ON THE UNIVERSAL VELOCITY DISTRIBUTION LAWS FOR FLOW AT HIGH REYNOLDS NUMBER IN CIRCULAR PIPES.
Proceedings of the Institution of Civil Engineers (March,1980)
THE COLEBROOK-WHITE EQUATION - AN OFT CITED RESULT BUT NEGLECTED DERIVATION ?
Proceedings of the Institution of Civil Engineers (March,1990)
SYNOPSIS OF PAPER 7839. NON-DIMENTIONAL EQUATIONS FOR COMPUTATIONS IN HYDRAULIC TRANSIENTS.
Proceedings of the Institution of Civil Engineers (September,1975)
CALIBRATION OF SAFETY FACTORS YM FOR COMPOSITE STEEL AND CONCRETE BEAMS IN BENDING. DISCUSSION.
Proceedings of the Institution of Civil Engineers - Structures and Buildings (August,1995)

Recommended for you

These recommendations are informed by your reading behaviors and indicated interests.

Cited By

Google Scholar
CrossRef (10)
This Feature Is Available To Subscribers Only

or Create an Account

Close Modal
Close Modal