Please use this identifier to cite or link to this item:
|Title:||McGee Creek pumping station siphon, Pike County, Illinois : hydraulic model investigation|
|Authors:||United States. Army. Corps of Engineers. St. Louis District.|
Copeland, Ronald R.
McGee Creek Pumping Station
|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-82-23.|
Abstract: A 1:4.36-scale hydraulic model of the proposed McGee Creek pumping station siphon was used to develop a design with adequate hydraulic performance. The saxophone outlet design was modified to ensure maintenance of the priming seal. Priming times and head losses were measured in the model. Modifications to decrease priming times were tested, including a reduced cross-sectional area at the crown, and air escape vents. The recommended design siphon operated satisfactorily for the entire range of expected tailwaters and discharges.
|Rights:||Approved for public release; distribution is unlimited.|
|Appears in Collections:||Technical Report|