Discussions and Closures
Jul 15, 2013

Closure to “Resistance to Shallow Uniform Flow in Small, Riprap-Lined Drainage Channels” by David C. Froehlich

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Irrigation and Drainage Engineering
Volume 139, Issue 8
First page of PDF

Get full access to this article

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

References

Codell, R. B., Abt, S. R., Johnson, T., and Ruff, J. (1990). “Estimation of flow through and over armored slopes.” J. Hydraul. Eng., 116(10), 1252–1269.
Colosimo, C., Copertino, V., and Veltri, M. (1988). “Friction factor evaluation in gravel-bed rivers.” J. Hydraul. Eng., 114(8), 861–876.
Dey, S., and Raikar, R. V. (2007). “Characteristic of loose rough boundary streams at near threshold.” J. Hydraul. Eng., 133(3), 288–304.
Gladki, H. (1979). “Resistance to flow in alluvial channels with coarse bed materials.” J. Hydraul. Res., 17(2), 121–128.
Griffiths, A. (1981). “Flow resistance in coarse gravel bed rivers.” J. Hydraul. Div., 107(7), 899–918.
Hey, R. (1979). “Flow resistance in gravel-bed rivers.” J. Hydraul. Div., 105(4), 365–379.
Kamphuis, J. W. (1974). “Determination of sand roughness for fixed beds.” J. Hydraul. Res., 12(2), 193–203.
Maynord, S. T. (1991). “Flow resistance of riprap.” J. Hydraul. Eng., 117(6), 687–696.
McQuivey, R. S. (1973). “Summary of turbulence data from rivers, conveyance channels, and laboratory flumes.” Professional Paper 802-B, USGS, Washington, DC.
Pagliara, S., Das, R., and Carnacina, I. (2008). “Flow resistance in large-scale roughness condition.” Can. J. Civ. Eng., 35(11), 1285–1293.
Rice, C. E., Kadavy, K. C., and Robinson, K. M. (1998). “Roughness of loose rock riprap on steep slopes.” J. Hydraul. Eng., 124(2), 179–185.
Thompson, S. M., and Campbell, P. L. (1979). “Hydraulics of a large channel paved with boulders.” J. Hydraul. Res., 17(4), 341–354.
Watts, F. J. (1989). “Hydraulic data for shallow open-channel flow in a high-gradient flume with large bed material.” Water-Resources Investigations Rep. 89-4001, USGS, Washington, DC.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 139Issue 8August 2013
Pages: 696 - 698

History

Received: Feb 20, 2013
Accepted: Mar 13, 2013
Published online: Jul 15, 2013
Published in print: Aug 1, 2013
Discussion open until: Dec 15, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

David C. Froehlich [email protected]
M.ASCE
Consulting Engineer, 303 Frenchmans Bluff Dr., Cary, NC 27513. E-mail: [email protected]

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.

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