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About the Models
Model Development
Model Types
Data Requirements

Completed Models:
Buffalo River (NY)
Burns Ditch/Trail Ck (IN)
Clinton River (MI)
Grand River (MI)
Menomonee River (WI)
Mill/Cascade (PA)
Nemadji River (MN, WI)
Saginaw River (MI)
St. Joseph River (MI, IN)





Final Report:

St. Joseph River Sediment Transport Modeling Study

Part I (4.5 mb)

Part II (5.3 mb)

Part III (6.6 mb)

Part IV (3.6 mb)

Appendices (6.8 mb)

St. Joseph River Fact Sheet

Scoping Report
(2.0 mb)


St. Joseph River (Michigan, Indiana)

Project Status: modeling is complete


Mouse-over to view tributary flow.

Watershed Characteristics
The St. Joseph River is a tributary to Lake Michigan and discharges at St. Joseph, Michigan. The river basin contains eight sub-watersheds, including Prairie River, Coldwater River, Fawn River, Pigeon River, Little Elkhart River, Elkhart River, Dowagiac River, and Paw Paw River. It's watershed drains approximately 4,685 square miles, including portions of counties within Indiana and Michigan.

The St. Joseph River watershed is roughly 60 percent agricultural land use, 20 percent forested, and less than 10 percent urbanized. However, management practices within the agricultural industry have contributed to bank erosion and sedimentation issues within the watershed. Channelization, drainage of wetlands, and installation of artificial drainage systems have also altered stream temperature regimes and decreased flow stability. Most of the large cities located within the watershed are along the mainstem of the river and have significant effects on water quality. The lower and mouth segments of the St. Joseph River basin are also threatened by increased development pressure.


Nonpoint source pollution from agricultural fields appears to be the greatest factor that degrades water quality in this watershed

Highly erodible soils, wide-ranging channel slopes, and the presence of dams add to well-defined sediment source and sink areas

12 Superfund sites exist within the St. Joseph River basin

Atrazine, PCBs, nutrients, suspended solids, trans-nonachlor, and mercury are known contaminants in the system


Modeling Approach
The purpose of this study was to develop a modeling tool that could be used by local stakeholders to minimize erosion and sediment delivered to the St. Joseph River and, subsequently, the St. Joseph Harbor.
In this study, a model of the St. Joseph River watershed was created using the Soil and Water Assessment Tool (SWAT). Several scenarios that looked at the effects of dams, tillage practices, and the use of filter strips were developed and
modeled. A comparison was also made with historical (pre-European development) conditions. Two-dimensional flow and sediment modeling was done for the inner harbor using RMA-2 and SED-2D to provide more detailed estimates of sediment movement and delivery to the near-shore zone of Lake Michigan.

Modeling was completed in July of 2005. A training workshop for state and local partners took place in August of 2005.

Use and Applications
The modeling project included the development of analysis tools that will enable the users to evaluate Best Management Practices (BMPs) to reduce sediment transport to the lower reaches, including the navigation channels and harbor. Several entities (watershed commissions, universities, etc.) have expressed interest in obtaining these models for use in future applications pertaining to the assessment of future land uses and the development of BMPs to address these issues.

Project Partners
Baird & Associates

City of Elkhart, Indiana

City of South Bend, Indiana

Friends of the St. Joseph River Association, Inc.

Indiana Department of Environmental Management
Lake Michigan College

Michigan Department of Environmental Quality
Michigan Department of Natural Resources
Michiana Area Council of Governments (MACOG)
US Environmental Protection Agency

US Geological Survey
USDA – Natural Resource Conservation Service

Western Michigan University

For more information—or to obtain a CD-ROM for advanced modeling purposes—contact:
James P. Selegean, P.E., Ph.D.
Great Lakes Hydraulics and Hydrology Office
U.S. Army Corps of Engineers
Detroit District
477 Michigan Avenue
Detroit, MI 48226
Office: (313) 226-6791
Fax: (313) 226-2398
James.P.Selegean@usace.army.mil



Great Lakes Commission des Grands Lacs.  2805 S. Industrial Highway, Suite 100.  Ann Arbor, MI  48104-6791.  phone: 734/971.9135.  fax: 734/971-9150.  www.glc.org. USACE, Detroit District GLIN Partner