TECHNICAL PAPERS
Jul 1, 2006

Movement of Finite Amplitude Sediment Accumulations

Publication: Journal of Hydraulic Engineering
Volume 132, Issue 7

Abstract

The movement of finite amplitude sediment accumulations is studied using a simple advection-diffusion relation derived from the sediment continuity equation and using some heuristic reasoning. The movement of a finite amplitude sediment accumulation is found to be strongly diffusive with a small advection component due to the increase in transport rate of the sediment accumulation relative to the transport rate of the original bed material. A semianalytical solution to the advection-diffusion equation is found and the equation is applied to two laboratory experiments. The equation is found to predict the general movement of finite amplitude sediment accumulations with a minimal number of parameters.

Get full access to this article

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

References

Begin, Z. B., Schumm, S. A., and Meyer, D. F. (1980). “Knickpoint migration due to base level lowering.” J. Waterw., Port, Coastal, Ocean Div., Am. Soc. Civ. Eng., 106(3), 369–388.
Chien, N., and Wan, Z. (1999). Mechanics of sediment transport, ASCE, Reston, Va, Chaps. 9–10.
Cui, Y., Parker, G., Lisle, T. E., Gott, J., Hansler-Ball, M. E., Pizzuto, J. E., Allmendinger, N. E., and Reed, J. M. (2006). “Sediment pulses in mountain rivers. I. Experiments.” Water Resour. Res., in press.
Gill, M. A. (1988). “Hyperbolic model for aggrading channels.” J. Eng. Mech., 114(7), 1245–1255.
Jain, S. C. (1981). “River bed aggradation due to overloading.” J. Hydraul. Div., Am. Soc. Civ. Eng., 107(1), 120–124.
MBH Software. (2001). “Sedimentation in stream networks (HEC–6T), users manual.” Dam removal studies with HEC-6T, Mobile Boundary Hydraulics, Chap. 18.
Reclamation. (2001). Savage rapids dam, sediment evaluation study, Pacific Northwest Region, Boise, Id.
Ribberink, J. S., and Van Der Sande, J. T. M. (1985). “Aggradation in rivers due to overloading—Analytical approaches.” J. Hydraul. Res., 23(3), 273–283.
Soni, J. P., Garde, R. J., and Ranga Raju, K. G. (1980). “Aggradation in streams due to overloading.” J. Hydraul. Div., Am. Soc. Civ. Eng., 106(1), 117–132.
Stillwater Sciences. (2002). “Dam removal express assessment models (DREAM).” Technical Rep.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 132Issue 7July 2006
Pages: 731 - 736

History

Received: Jan 22, 2004
Accepted: Jul 30, 2004
Published online: Jul 1, 2006
Published in print: Jul 2006

Permissions

Request permissions for this article.

Authors

Affiliations

Blair Greimann, A.M.ASCE [email protected]
U.S. Bureau of Reclamation, Denver Federal Center, Bldg. 67, P.O. Box 25007 (D-8540), Denver, CO 80225-0007. E-mail: [email protected]
Timothy Randle, A.M.ASCE
U.S. Bureau of Reclamation, Denver Federal Center, Bldg. 67, P.O. Box 25007 (D-8540), Denver, CO 80225-0007.
Jianchun Huang
Visiting Hydraulic Engineer, Sedimentation and River Hydraulics Group, Technical Service Center, Bureau of Reclamation, Denver, CO 80225; and, Research Scientist, Dept. of Civil Engineering, Colorado State Univ., Fort Collins, CO 80523.

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