Please use this identifier to cite or link to this item:
|Title:||Pollution control facilities project, southeastern Oakland County sewage disposal system, Oakland County, Michigan : hydraulic model investigation|
|Authors:||United States. Army. Corps of Engineers. Detroit District.|
Copeland, Ronald R.
Sewage treatment plants
Sewage disposal plants
Oakland County, Michigan
|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-82-4.|
Abstract: Head losses through the Red Run Drain Pollution Control Structure were determined for a range of discharges and tailwaters. Two 1:20-scale models were used to determine the head losses through two vee-shaped weir and baffle structures. These results were combined with calculations made using Manning's equation to determine the total head losses. Modifications to the structure were tested to determine their effect on head losses.
|Rights:||Approved for public release; distribution is unlimited.|
|Appears in Collections:||Technical Report|
Files in This Item:
|TR-HL-82-4.pdf||2.5 MB||Adobe PDF|