TECHNICAL PAPERS
Aug 1, 1986

Armoring and Sorting Simulation in Alluvial Rivers

Publication: Journal of Hydraulic Engineering
Volume 112, Issue 8

Abstract

Formulations for bed armoring and hydraulic sorting of bed sediments in alluvial streams are developed, and an application to Missouri River bed evolution is presented. A relation for the areal coverage factor for armoring on a plane bed is first formulated as a function of degradation depth and bedmaterial characteristics, and is then modified by introducing correction factors for the effect of bed forms and the stochastic nature of sediment motion. For the simulation of hydraulic sorting, bed sediments are assumed to be mixed homogeneously in a mixed‐layer depth approximately equal to average bedform height, and the composition of mixed‐layer materials is adjusted to satisfy the continuity equation for each sediment size fraction. These formulations are applied in a 20‐year simulation of bed degradation in the middle Missouri River reach downstream of Gavins Point Dam. It is found that the simulated bedsediment composition, including the two‐layer structure comprising the top armor coat and the underlying finer sediments, is in good agreement with the observed Missouri River bed characteristics.

Get full access to this article

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

References

1.
Allen, J. R. L., “Computational Methods for Dune Time‐Lag: Calculations Using Stein's Rule for Dune Height,” Sedimentary Geology, 20, 1978, pp. 165–216.
2.
Gessler, J., “The Beginning of Bedload Movement of Mixtures Investigated as Natural Armoring in Channels,” W. M. Keck Laboratory of Hydraulics and Water Resources California Institute of Technology, Pasadena, Calif., Translation T‐5, Mar., 1967.
3.
Harrison, A. S., “Report on Special Investigation of Bed Sediment Segregration in a Degrading Bed,” Univ. of California, Institute of Engineering Research, Berkeley, Calif., Series No. 33, Issue No. 1, Sept., 1950.
4.
Holly, F. M., and Karim, M. F., “Simulation of Missouri River Bed Degradation,” Journal of Hydraulic Engineering, ASCE, Vol. 112, No. 6, June, 1986, pp. 497–517.
5.
Karim, M. F., Holly, F. M., and Kennedy, J. F., “Bed Armoring Procedures in IALLUVIAL and Application to the Missouri River,” Iowa Institute of Hydraulic Research, Report No. 269, The Univ. of Iowa, Iowa City, Iowa, Dec., 1983.
6.
Karim, M. F., and Kennedy, J. F., “IALLUVIAL: A Computer‐Based Flowand Sediment‐Routing Model for Alluvial Streams and Its Application to the Missouri River,” Iowa Institute of Hydraulic Research, Report No. 250, The Univ. of Iowa, Iowa City, Iowa, Aug., 1982.
7.
Little, W. C., and Mayer, P. G., “The Role of Sediment Gradation on Channel Armoring,” School of Civil Engineering, Georgia Institute of Technology, Atlanta, Ga., May, 1972.
8.
Shen, H. W., and Lu, J.‐Y., “Development and Prediction of Bed Armoring,” Journal of Hydraulic Engineering, ASCE, Vol. 109, No. 4, April, 1983.
9.
U.S. Army Corps of Engineers, “Supporting Technical Report‐Missouri River Degradation,” Volume IV, U.S. Army Corps of Engineers, Omaha District, Apr., 1981.
10.
U.S. Army Corps of Engineers, “HEC‐6: Scour and Deposition in Rivers and Reservoirs,” Users Manual, Hydrologic Engineering Center, Mar., 1977.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 112Issue 8August 1986
Pages: 705 - 715

History

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

Permissions

Request permissions for this article.

Authors

Affiliations

M. Fazle Karim, A. M. ASCE
Asst. Research Sci., Iowa Inst. of Hydr. Research, Univ. of Iowa, Iowa City, IA 52242
Forrest M. Holly, Jr., M. ASCE
Assoc. Prof., Dept. of Civ. and Environ. Engrg. and Research Engr., Iowa Inst. of Hydr. Research, 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