Chapter
Apr 26, 2012

Sheyenne River Predictive Geomorphic Analysis

Publication: World Water & Environmental Resources Congress 2003

Abstract

One of several alternatives under consideration to reduce flood damages for the Devils Lake area (North Dakota) is to pump excess water from Devils Lake to the neighboring Sheyenne River. The purpose of the study presented in this paper was to provide reasonable predictions of the future behavior of the Sheyenne River under different hydrologic and project assumptions. Although the project work included a number of interesting challenges, this paper focuses on determination of dominant discharge for the river. Changes in channel dimensions were predicted by selecting the dominant (or channel forming) discharge at precision cross sections and applying these to regime equations. The SAM program stable channel methodology was found to predict channel parameters for existing conditions closest to those observed. Therefore, this relationship was also used to predict future channel dimensions.

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 Water & Environmental Resources Congress 2003
World Water & Environmental Resources Congress 2003
Pages: 1 - 10

History

Published online: Apr 26, 2012

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Martin J. Teal
Project Manager, WEST Consultants, Inc., 11848 Bernardo Plaza Court, Suite 140B, San Diego, CA 92128
Patrick M. Foley
Chief, Hydraulics Section, U.S. Army Corps of Engineers, Saint Paul District, 190 East 5th Street, St. Paul, MN 55101

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.

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