TECHNICAL PAPERS
Sep 1, 1986

Simulation of Bed Armoring in Alluvial Channels

Publication: Journal of Hydraulic Engineering
Volume 112, Issue 9

Abstract

A numerical procedure for simulating the temporal variation of sediment‐transport rate and corresponding variation of bed‐material composition in a straight alluvial channel has been developed. The procedure is based on a simple model for the exchange of grain sizes between a surface and a subsurface layer of bed sediment together with a standard bed‐load function. Verification was made with laboratory data. The procedure should be a useful tool for estimates of the effect of alternative flow regulation measures on a channel bed's long term stability.

Get full access to this article

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

References

1.
Bayazit, M. (1975). “Simulation of Armor Coat Formation and Destruction.” Proceedings of the 16th Congress of the International Association for Hydraulic Research, Sao Paulo, Brazil, Paper B10, 73–78.
2.
Borah, D. K., Alonso, C. V., and Prasad, S. N. (1982). “Routing Graded Sediments in Streams: Formulations.” Journal of the Hydraulics Division, ASCE, 108(12), 1486–1503.
3.
Einstein, H. A. (1950). “The Bed‐Load Function for Sediment Transportation in Open Channel Flows.” Technical Bulletin No. 1026, U.S. Department of Agriculture, Soil Conservation Service, Washington, D.C., Sept.
4.
Einstein, H. A., and Chien, N. (1953). “Transport of Sediment Mixtures with Large Ranges of Grain Sizes.” MRD Sediment Series No. 2, U.S. Army Engineering Division, Missouri River, Corps of Engineers, Omaha, Nebr.
5.
Ettema, R. (1984). “Sampling Armor‐Layer Sediments,” Journal of Hydraulic Engineering, ASCE, 110(7), 922–996.
6.
Garde, R. J., Al‐Shaikh‐Ali, K., and Diette, S. (1977). “Armoring Process in Degrading Streams.” Journal of the Hydraulics Division, ASCE, 103(9), 1091–1095.
7.
Gessler, J. (1968). “The Beginning of Bedload Movement of Mixtures Investigated as Natural Armoring in Channels.” Translation T‐5, W. M. Keck Laboratory of Hydraulics and Water Resources, California Inst. of Technology, Pasadena, Calif.
8.
Karim, M. F., and Kennedy, J. F. (1982). “IALLUVIAL: A Computer‐Based Flowand Sediment‐Routing Model for Alluvial Streams and its Application to the Missouri River.” IIHR Report No. 250, Iowa Inst. of Hydraulic Research, The Univ. of Iowa, Iowa City, Iowa.
9.
Karim, M. F., Holly, F. M., and Kennedy, J. F. (1983). “Bed Armoring Procedures in IALLUVIAL and Application to the Missouri River.” IIHR Report No. 269, Iowa Inst. of Hydraulic Research, The Univ. of Iowa, Iowa City, Iowa.
10.
Kellerhals, R., and Church, M. (1972). Discussion of “Stability of Channel Beds by Armoring,” by William C. Little and Paul G. Mayer. Journal of the Hydraulics Division, ASCE, 103(7), 826–827.
11.
Little, W. C., and Mayer, P. G. (1972). “The Role of Sediment Gradation on Channel Armoring,” School of Civ. Engrg., Georgia Inst. of Technology, Atlanta, Ga.
12.
Shen, H. W., and Lu, J. Y. (1983). “Development and Prediction of Bed Armoring.” Journal of Hydraulic Engineering, ASCE, 109(4), 611–629.
13.
Shields, A. (1936). “Anvendung der aenlichkeitsmechanik und der Turbulenzforshung auf die Geshiebebewegung,” Mitteilungen der Preussischen Versuchsanstalt fur Wasserbau and Schiffbau, Berlin, Germany, Translated to English by W. P. Ott and J. C. van Uchelen, California Inst. of Technology, Pasadena, Calif.
14.
U.S. Army Corps of Engineers. (1981). Review Report for Water and Related Land Resources Management Study, Metropolitan Sioux City and Missouri River, Iowa, Nebraska and South Dakota, Vol. 4: Supporting Technical Report—Missouri River Degradation, Omaha, District, Corps of Engineers.
15.
Vanoni, V. A., Ed. (1976). Sedimentation Engineering, Manual and Report on Engineering Practice No. 4, ASCE.
16.
Yalin, M. S. (1964). “Geometrical Properties of Sand Waves,” Journal of the Hydraulics Division, ASCE, 90(5), 105–119.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 112Issue 9September 1986
Pages: 794 - 801

History

Published online: Sep 1, 1986
Published in print: Sep 1986

Permissions

Request permissions for this article.

Authors

Affiliations

Hong‐Yuan Lee
Sr. Water Resources Engr., Dooley‐Jones and Assoc., Inc., Tucson, AZ; formerly Grad. Student, Civ. and Environ. Engrg., Inst. of Hydr. Research, The Univ. of Iowa, Iowa City, IA
A. Jacob Odgaard, M. ASCE
Assoc. Prof. and Research Engr., Civ. and Environ. Engrg., Inst. of Hydr. Research, The Univ. of Iowa, Iowa City, IA 52242

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