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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)




Analysis of Altered Hydrologic Regime in the Clinton River (1.8 mb)

Modeling Systems for Sediment Management and BMP Evaluation (1.2 mb)

Final Report:

Clinton River Sediment Transport Modeling Study
Part I (5.4 mb)
Part II (7.7 mb)
Appendices

User Manual: Sediment Transport Modeling

User Manual Appendices

Clinton River Fact Sheet


Clinton River (Michigan)

Project Status: modeling is complete


Mouse-over to view tributary flow.

River Basin Characteristics
The Clinton River is located just north of Detroit, MI, and flows 80 miles from its headwaters to Lake St. Clair near the city of Mt. Clemens. The total watershed area encompasses 760 square miles and includes portions of Oakland and Macomb counties and small areas of Lapeer and St. Clair counties.

The basin has two distinct topographic regions; the upper region has more relief and steeper channels and the lower region has flatter topography and channel slopes. Land use within the watershed also varies drastically: the northern region is primarily rural, the middle region consists of rapidly-developing suburbs, and the southern portion is primarily urban. More than 1.6 million people in 56 municipalities inhabit the watershed. Stormwater runoff is a critical source of water quality degradation within the watershed, along with rapid urban expansion and loss of wildlife habitat.


Designated Great Lakes Area of Concern

During dry weather, half of the river's flow is treated wastewater

Agricultural and overland sources contribute to sediment load in the river

Bank failure is adjacent to an existing landfill, exposing buried trash

Sediment, stormwater quantity, and bacteria are the most prominent pollutants, which also include metals, nutrients, petroleum hydrocarbons, PCBs, and DDT.

Modeling Approach
The primary objective of the Tributary Modeling project for the Clinton River was to estimate the amount of sediment entering the system for various land use scenarios. The model also determines the streamflow and sediment load throughout the river and predicts scour and deposition zones. The SWAT model was used to simulate runoff and sediment transport through the entire watershed. More detailed models using GSSHA were developed for three subwatersheds: Paint Creek and Galloway Creek in Oakland County and the Middle Branch of the Clinton River in Macomb County to look at the effects of small-scale BMPs. The EFDC model was used to investigate the complex hydrodynamics and sediment deposition patterns in the lower reaches of the Clinton River.

Use and Applications
3D modeling gives watershed managers and ecologists a visual medium in which to view and track sedimentation patterns at the confluence of the Clinton River and its spillway. Macomb and Oakland counties will also use the model to better manage erosion and sedimentation issues associated with urban development.

Project Partners
Baird & Associates

Macomb County: Commissioners, Public Works Dept., Planning Commission
Oakland County Planning Dept.
SE Michigan Council of Governments (SEMCOG)
Michigan Dept. of Environmental Quality (MDEQ)
U.S. Geological Survey
USDA Natural Resource Conservation Service (NRCS)
U.S. Environmental Protection Agency

Arial View of Clinton River


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