Hydraulic Design for Combined Sewer Diversionby Bruce J. Pennino, (A.M.ASCE), Research Engr.; Alden Research Lab., Worcester Polytechnic Inst., Holden, Mass.,
Richard A. Perkins, Part.; Taylor & Perkins Engrg., Inc., Russellville, Ark.; formerly, Project Mgr., Hayes, Seay, Mattern & Mattern, Roanoke, Va.,
Serial Information: Journal of the Hydraulics Division, 1978, Vol. 104, Issue 5, Pg. 595-606
Document Type: Journal Paper
The City of Richmond is building two diversion structures that will join two existing sewers to a retention basin where combined sewage and storm runoff will be stored for later treatment. This scheme will minimize the discharge of combined sewage to the James River. Levels in the sewers and diversion structures vary with flow, river level, and interaction between the connected diversion structures. In order to accurately predict and minimize levels in the sewers upstream of the diversion structures, a 1:18 hydraulic model was tested. The model showed that levels could be reduced in both the flow to the river mode and diversion mode by streamlining various elements of the diversion structures. A flow distribution device reduced unacceptably high velocities at the trash screens.
Subject Headings: Hydraulic design | Combined sewers | Sewers | Hydraulic models | Model accuracy | Hydraulic structures | Sewage | Rivers and streams | River flow | Retention basins
Services: Buy this book/Buy this article
Return to search