Independent technical review and analysis of hydraulic modeling and hydrology under low-flow conditions of the Des Plaines River near Riverside, Illinois

Thomas M. Over; Timothy D. Straub; Jon Hortness; Elizabeth A. Murphy

doi:10.3133/ofr20121143

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Independent technical review and analysis of hydraulic modeling and hydrology under low-flow conditions of the Des Plaines River near Riverside, Illinois

Thomas M. Over·Timothy D. Straub·Jon Hortness·Elizabeth A. Murphy

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Abstract

The U.S. Geological Survey (USGS) has operated a streamgage and published daily flows for the Des Plaines River at Riverside since Oct. 1, 1943. A HEC-RAS model has been developed to estimate the effect of the removal of Hofmann Dam near the gage on low-flow elevations in the reach approximately 3 miles upstream from the dam. The Village of Riverside, the Illinois Department of Natural Resources-Office of Water Resources (IDNR-OWR), and the U. S. Army Corps of Engineers-Chicago District (USACE-Chicago) are interested in verifying the performance of the HEC-RAS model for specific low-flow conditions, and obtaining an estimate of selected daily flow quantiles and other low-flow statistics for a selected period of record that best represents current hydrologic conditions. Because the USGS publishes streamflow records for the Des Plaines River system and provides unbiased analyses of flows and stream hydraulic characteristics, the USGS served as an Independent Technical Reviewer (ITR) for this study.

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Source-reported bounding extent: 41.80138888888889° to 41.83444444444444° latitude; -87.83416666666666° to -87.81666666666666° longitude. This indicates report coverage, not an exact sampling location. View area on OpenStreetMap.

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Thomas M. Over, Timothy D. Straub, Jon Hortness, Elizabeth A. Murphy. 2012. Independent technical review and analysis of hydraulic modeling and hydrology under low-flow conditions of the Des Plaines River near Riverside, Illinois. https://doi.org/10.3133/ofr20121143

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