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|Title:||Perry Creek Conduit, Sioux City, Iowa : hydraulic model investigation|
|Authors:||United States. Army. Corps of Engineers. Omaha District.|
Hite, John E.
|Publisher:||Hydraulics Laboratory (U.S.)|
Engineer Research and Development Center (U.S.)
|Series/Report no.:||Technical report (U.S. Army Engineer Waterways Experiment Station) ; HL-91-23.|
Abstract: A model investigation was conducted to evaluate the performance of a proposed improvement plan and develop modifications, if needed, that would enable the Perry Creek Conduit to safely pass a 16,000-cfs discharge. Model tests revealed that the capacity of the original design flood control channel was only 10,200 cfs and excessive bend losses were occurring. A second improvement plan was designed and tested in the model and found to be satisfactory provided modifications are made to the channel berms and channel invert and a stilling basin is installed at the end of the conduit. Discharge and velocity measurements and water-surface elevations are presented and flow conditions are shown in photographs.
|Rights:||Approved for public release; distribution is unlimited.|
|Appears in Collections:||Technical Report|