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Project Status: modeling is ongoing Mouse-over to view tributary flow.
River
Basin Characteristics The Waukegan River watershed is highly urbanized, containing only 13% undisturbed land. Bank erosion in this area is a direct cause of sedimentation into Lake Michigan and has also led to the failure of several hydraulic structures along the river. In addition, the lack of a natural floodplain area has limited the expansion of flow in the Waukegan River causing erosion to occur in the channel itself. Erosion in the channel brings urban contaminants and discharges, which affect the quality of the water and its sediments. Currently, few storm water detention basins exist.
Modeling
Approach Pending the availability of additional cross section data, the Corps of Engineers plans to develop a separate, but complementary system to model river hydraulics and conduct channel flow analyses. The Hydrologic Engineering Center River Analysis System (HEC-RAS) v4.0 was selected for its integrated sediment transport, moveable bed hydraulics, and water quality functionality for expanded use. Upon completion of the SWMM model (approximately Fall 2009), a hands-on training workshop will be held to teach interested users how to utilize the tool during the technology transfer phase of the project and to obtain valuable user feedback on the model and how it might be further refined. A second training workshop will be held upon completion of the HEC-RAS model (approximately Fall 2010) where both tools will be presented to interested users. Use and Applications Project Partners Waukegan Harbor Citizens Advisory Group (CAG) U.S. Environmental Protection Agency Region V Illinois Environmental Protection Agency Illinois Department of Natural Resources Lake County Stormwater Management Commission Lake County Soil & Water Conservation District For more information contact:
David F. Bucaro, P.E. US Army Corps of Engineers -
Chicago District |
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