Accession Number : ADA112647

Title :   Pollution Control Facilities Project, Southeastern Oakland County, Sewage Disposal System, Oakland County, Michigan. Hydraulic Model Investigation.

Descriptive Note : Final rept.,

Corporate Author : ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MS HYDRAULICS LAB

Personal Author(s) : Copeland,Ronald R

PDF Url : ADA112647

Report Date : Feb 1982

Pagination or Media Count : 36

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. (Author)

Descriptors :   *Water tunnels, Michigan, Sewage treatment, Effluents, Storms, Runoff, Conduits, Weirs, Water flow, Model tests, Hydraulic models

Subject Categories : Fluid Mechanics
      Water Pollution and Control

Distribution Statement : APPROVED FOR PUBLIC RELEASE