Research Article
May 1972

Critical Review of Sediment Transport Experiments

This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
Publication: Journal of the Hydraulics Division
Volume 98, Issue 5

Abstract

Empirical formulas dealing with sediment transport and based on limited flue data can result in errors when extrapolated to practical engineering conditions. The available body of experimental data is limited in several areas in comparison to the range of possible field conditions. Many individual collections of data are extremely narrow in scope. Further knowledge is required with experiments conducted for values of average depth of flow (h) divided by the particle size for which 50% of sediment by weight (D50) is finer exceeding 1,000 up to a level of about 100,000. To determine the applicability of such formulas the available collections of experimental data are examined and recommendations are made for future experimental work.

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 98Issue 5May 1972
Pages: 827 - 843

History

Published in print: May 1972
Published online: Feb 3, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Richard H. Cooper, AM.ASCE
Research Assoc., Dept. of Civ. Engrg., Univ. of Alberta, Edmonton, Alberta, Canada
Allan W. Peterson, M.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of Alberta, Edmonton, Alberta, Canada
Thomas Blench, F.ASCE
Prof. of Civ. Engrg., Univ. of Alberta; Pres., T. Blench & Assocs., Cons. Hyd. Engrs., Edmonton, Alberta, 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