DISCUSSIONS AND CLOSURES
Aug 1, 1996
Discussion and Closure: Prediction of Effects of Woody Debris Removal on Flow Resistance
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: Martin J. Marriott, F. Douglas Shields Jr., Member, ASCE, and Christopher J. GippelAuthor Affiliations
Publication: Journal of Hydraulic Engineering
Volume 122, Issue 8
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
James, C. S. (1994). “Evaluation of methods for predicting bend loss in meandering channels.” J. Hydr. Engrg., ASCE, 120(2), 245–253.
2.
Dinehart, R. L. (1992). “Evolution of coarse gravel bed forms: field measurements at flood stage.” Water Resour. Res., 28(10), 2667–2689.
3.
Galay, V. J. (1967). “Observed forms of bed roughness in an unstable gravel river.” Proc., 12th Congr. of Int. Assoc. for Hydr Res., Colorado State Univ., Ft. Collins, Colo., 85–94.
4.
Javan, M., McKeogh, E., and Yasi, M. (1989). “Manning's n in gravel bed rivers.” Proc., Int. Conf. on Channel Flow and Catchment Runoff: Centennial of Manning's Formula and Kuichling's Rational Formula, Univ., of Virginia, Charlottesville, Va., 628–637.
5.
Pitlick, J. (1992). “Flow resistance under conditions of intense gravel transport.” Water Resour. Res., 28(3), 891–903.
Information & Authors
Information
Published In
Copyright
Copyright © 1996 American Society of Civil Engineers.
History
Published online: Aug 1, 1996
Published in print: Aug 1996
Permissions
Request permissions for this article.
Authors
Affiliations
Martin J. Marriott
Sr. Lect., Div. of Civ. Engrg., Univ. of Hertfordshire, Hatfield AL 10 9AB, England.
F. Douglas Shields Jr., Member, ASCE
Res. Hydr. Engr., U.S. Dept. of Agric., Agric. Res. Service, Nat. Sedimentation Lab., P.O. Box 1157, Oxford, MS 38655-1157.
Christopher J. Gippel
Res. Fellow, Ctr. for Envir. Appl. Hydro., The Univ. of Melbourne, Parkville, Victoria 3052, Australia.
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 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.