DISCUSSIONS AND CLOSURES
Sep 1, 1987
Closure to “Analysis and Simulation of Low Flow Hydraulics” by Barbara A. Miller and Harry G. Wenzel (December, 1985, Vol. 111, No. 12)
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: Barbara A. Miller and Harry G. WenzelAuthor Affiliations
Publication: Journal of Hydraulic Engineering
Volume 113, Issue 9
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Alam, M. Z., and Kennedy, J. F., “Friction Factors for Flow in Sand‐Bed Channels,” Journal of the Hydraulics Division, ASCE, Vol. 95, No. 6, 1969, pp. 1973–1992.
2.
Bray, D. I., “Estimating Average Velocity in Gravel‐Bed Rivers,” Journal of the Hydraulics Division, ASCE, Vol. 105, No. 9, 1979, pp. 1103–1122.
3.
Griffiths, G. A., “Flow Resistance in Coarse Gravel Bed Rivers,” Journal of the Hydraulics Division, ASCE, Vol. 107, No. 7, 1981, pp. 899–918.
4.
Lovera, F., and Kennedy, J. F., “Friction Factors for Flat‐Bed Flows in Sand Channels,” Journal of the Hydraulics Division, ASCE, Vol. 95, No. 4, 1969, pp. 1227–1234.
5.
Simons, D. B., and Senturk, F., Sediment Transport Technology, Water Resources Publications, Fort Collins, Colo., 1977.
6.
Yen, B. C., “Flood Flow Over Meandering Channels,” River Meandering, Proceedings of the Conference on Rivers '83, C. M. Elliot, Ed., ASCE, New York, N.Y., 1983, pp. 554–561.
Information & Authors
Information
Published In
Copyright
Copyright © 1987 ASCE.
History
Published online: Sep 1, 1987
Published in print: Sep 1987
Permissions
Request permissions for this article.
Authors
Affiliations
Barbara A. Miller
Civ. Engr., Engrg. Lab., TVA, Norris, TN 37828
Harry G. Wenzel
Prof., Dept. of Civ. Engrg., Univ. of Illinois, Urbana, IL 61801
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 Item saved, go to cart 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.
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.
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 Item saved, go to cart 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.
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.