Research Article
Dec 1981

Shear Stress Distribution at Channel Constrictions

Publication: Journal of the Hydraulics Division
Volume 107, Issue 12

Abstract

A Comprehensive laboratory study, employing an appropriate range of flow Froude Number and contraction ratio, was undertaken for curvilinear and accelerating flow occuring against the advancing face and through the gap at end-dumped channel constrictions. Pertinent results on flow pattern, velocity distribution and boundary shear distribution, are reported and discussed. The locus of the shear maxima, which attains its highest point value on the advancing face of the constriction is observed to essentially overlap the path of the high velocity filament; a pattern that is similar to that found in a channel bend. Results show that which an increase in the contraction ratio, the corresponding increase in boundary shear over that in the uncontracted channel is exponential, although the increase in velocity is only nominal. A followup laboratory study on shear distribution at over-bank channel constrictions shows an identical trend.

Get full access to this article

View all available purchase options and get full access to this article.

Information & Authors

Information

Published In

Journal of the Hydraulics Division
Volume 107Issue 12December 1981
Pages: 1695 - 1711

History

Published in print: Dec 1981
Published online: Feb 3, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Bishnu P. Das, M.ASCE
Superintending Engr., (Civ.) Dept. of Irrigation, Orissa, India
Ronald D. Townsend
Prof., Dept. of Civ. Engrg., Univ. of Ottawa, Ottawa, Ontario, Canada

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share