Chapter
Apr 26, 2012

Bed Forms in a Sand-Gravel Stream with Unsteady Flows

Publication: Building Partnerships

Abstract

An acoustic distance measuring device was used to automatically collect bed elevation records in the Goodwin Creek Experimental Watershed. The bed material at the study site is composed of a mixture of sand and gravel with a median diameter of 8.3 mm. Bed forms were found for all flows in which a significant portion of the bed sediment was in motion. For the runoff events for which data was collected, bed form periods and spacings were found not to be a function of boundary shear stress. This was attributed to the fact that the coarser grain sizes were not in motion over most of these flows. The height of the bed forms was found to increase while the friction factor was found to decrease with increasing boundary shear stress.

Get full access to this article

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

Information & Authors

Information

Published In

Go to Building Partnerships
Building Partnerships
Pages: 1 - 11

History

Published online: Apr 26, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

Roger A. Kuhnle
National Sedimentation Laboratory, U. S. Department of Agriculture, Agricultural Research Service, P. O. Box 1157, 598 McElroy Drive, Oxford, MS 38655-1157

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 Paper
$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 Paper
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share