Verification of a one-dimensional, unsteady-flow model for the Fox River in Illinois
Water Supply Paper
2477
By: Audrey L. Ishii and Mary J. Turner
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Abstract
The previously-calibrated application of the Full EQuations (FEQ) model of one-dimensional, unsteady flow to a 30.7-mile reach of the Fox River in northeastern Illinois was verified with discharge, stage, and dye-transport data collected during a 12-day period in October-November 1990. The period included unsteady flow induced by the operation of a sluice gate dam located at the upstream end of the reach. The model flow field was input to the Branched Lagrangian Transport Model (BLTM) for the simulation of dye transport. The results of the FEQ and BLTM model simulations are compared with the measured data and sensitivity analyses of the model parameters for this application are presented.
Suggested Citation
Ishii, A., Turner, M.J., 1996, Verification of a one-dimensional, unsteady-flow model for the Fox River in Illinois: U.S. Geological Survey Water Supply Paper 2477, v, 65 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2477.
| Publication type | Report |
|---|---|
| Publication Subtype | USGS Numbered Series |
| Title | Verification of a one-dimensional, unsteady-flow model for the Fox River in Illinois |
| Series title | Water Supply Paper |
| Series number | 2477 |
| DOI | 10.3133/wsp2477 |
| Year Published | 1996 |
| Language | ENGLISH |
| Publisher | U.S. G.P.O. ; For sale by the U.S. Geological Survey, Information Services, |
| Description | v, 65 p. :ill., maps ;28 cm. |