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Author:
Krajewski, Witold author University of Iowa
Title:
Pilot Project for a Hybrid Road-Flooding Forecasting System on Squaw Creek Witold Krajewski and Ricardo Mantilla
Publisher:
Iowa Flood CenterIIHR - Hydroscience & Engineering, University of Iowa
Copyright Date:
2014
Description:
42 pages (42 pages in PDF file) Illustrations, maps, photographs, charts (chiefly color)
Subject:
Roads--Flood damage.
Flood damage
Flood hydrographs
Floods
Hydrology
Squaw Creek (Jasper County, Iowa)
Other Authors:
Mantilla, Ricardo author
University of Iowa. Iowa Flood Center, IIHR - Hydroscience & Engineering, performing body.
Iowa. Department of Transportation, sponsoring body.
Notes:
"September 30, 2014" -- Technical Report Documentation Page Note: This record contains links to the 42-page final report as well as the 2-page tech transfer summary. The tech transfer summary is not cataloged separately. Includes bibliographical references (pages 36-40)
Scope Note:
Final Report
Summary:
A network of 25 sonic stage sensors were deployed in the Squaw Creek basin upstream from Ames Iowa to determine if the state-of-the-art distributed hydrological model CUENCAS can produce reliable information for all road crossings including those that cross small creeks draining basins as small as 1 sq. mile. A hydraulic model was implemented for the major tributaries of the Squaw Creek where IFC sonic instruments were deployed and it was coupled to CUENCAS to validate the predictions made at small tributaries in the basin. This study demonstrates that the predictions made by the hydrological model at internal locations in the basins are as accurate as the predictions made at the outlet of the basin. Final rating curves based on surveyed cross sections were developed for the 22 IFC-bridge sites that are currently operating, and routine forecast is provided at those locations (see IFIS). Rating curves were developed for 60 additional bridge locations in the basin, however, we do not use those rating curves for routine forecast because the lack of accuracy of LiDAR derived cross sections is not optimal. The results of our work form the basis for two papers that have been submitted for publication to the Journal of Hydrological Engineering. Peer review of our work will gives a strong footing to our ability to expand our results from the pilot Squaw Creek basin to all basins in Iowa.
OCLC:
(OCoLC)898044235
Locations:
IAOX771 -- State Library of Iowa (Des Moines)

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