Chapter
Jul 8, 2013

Knickpoint Migration and Evolution in the Deep Loess Region of Western Iowa

Publication: World Environmental and Water Resources Congress 2013: Showcasing the Future

Abstract

Knickpoints are geomorphic bed features characterized by the formation of a sharp change (i.e., knick) in the channel slope leading to the creation of a wide crest staircase. Knickpoints migrate upstream and cause bank instability, exposure of bridge-crossing foundations, and the deterioration of fish habitat. They are a common geomorphic hazard in many streams of the Midwestern United States that is partly due to prevailing management practices, including stream channelization, which mostly occurred during the first half of the 20th century. Over the last 40 years, local governmental agencies have attempted to halt knickpoint migration by constructing different types of grade control structures (GCS). Despite these attempts, the problem still persists. Understanding of the mechanisms triggering the onset of knickpoint migration is at a primitive stage. In this study, a field evaluation of a representative channel reach containing a knickpoint in the Deep Loess Region of western Iowa was used to test current theoretical and numerical models of knickpoint migration. Continuous stage and periodic flow measurements were recorded for almost two years and included an extreme event, which occurred during the catastrophic 2008 Midwestern United States floods. In addition, soil samples from the river bed and banks were collected and the bathymetry was measured to fully characterize the stream reach. The data were used to estimate the parameters of various models to quantify the knickpoint migration rate and evolution during various hydrological events. The final goal of this research is to identify the most suitable approach to model the knickpoints found in Midwestern streams. The results of the study can then be used by federal or state agencies to define better plans for the future control of bed degradation using more adequate GCS.

Get full access to this article

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

Information & Authors

Information

Published In

Go to World Environmental and Water Resources Congress 2013
World Environmental and Water Resources Congress 2013: Showcasing the Future
Pages: 1971 - 1980

History

Published online: Jul 8, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

IIHR - Hydroscience & Engineering, The University of Iowa, 100 C. Maxwell Stanley Hydraulics Laboratory, Iowa City, Iowa 52242-1585.E-mail: [email protected]
A. (Thanos) N. Papanicolaou
IIHR - Hydroscience & Engineering, The University of Iowa, 100 C. Maxwell Stanley Hydraulics Laboratory, Iowa City, Iowa 52242-1585.
J. T. Thomas
Hungry Canyons Alliance, Golden Hills RC&D, 712 South Highway 6, P.O. Box 189, Oakland, IA 51560-0189
C. G. Wilson
IIHR - Hydroscience & Engineering, The University of Iowa, 100 C. Maxwell Stanley Hydraulics Laboratory, Iowa City, Iowa 52242-1585.
M. Elhakeem
Department of Civil Engineering, Abu Dhabi University P.O Box 59911, Abu Dhabi, UAE

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 Paper
$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 Paper
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share