Optimization of Upstream and Downstream Controls for Sanitary Sewer Overflows

2001 ◽  
Author(s):  
Leonard Wright ◽  
James P. Heaney ◽  
Shawn Dent ◽  
Charles Mosley
Keyword(s):  
Sanitary Sewer ◽  
Sewer Overflows

Sanitary Sewer Overflows: Big Prevention in a Small Footprint

2009 ◽  
Vol 2009 (2) ◽  
pp. 532-561
Author(s):  
Christopher J. Tippery ◽  
Craig Schuenemann ◽  
Pei-Chih Chiang ◽  
Thomas J. Nejedlo
Keyword(s):  
Sanitary Sewer ◽  
Small Footprint ◽  
Sewer Overflows

U.S. EPA'S REPORT TO CONGRESS ON COMBINED SEWER OVERFLOWS AND SANITARY SEWER OVERFLOWS

2004 ◽  
Vol 2004 (5) ◽  
pp. 378-385 ◽  
Author(s):  
Julia Moore ◽  
Cynthia Valente ◽  
Michael Sullivan ◽  
Kevin DeBell
Keyword(s):  
Combined Sewer Overflows ◽  
Sanitary Sewer ◽  
Combined Sewer ◽  
Sewer Overflows

Sanitary sewer overflows associated with non-NPDES entities

1999 ◽  
Vol 2 (3) ◽  
pp. 121-130
Author(s):  
I. Y. Georgiou ◽  
M. E. Tittlebaum
Keyword(s):  
Sanitary Sewer ◽  
Sewer Overflows

New tunnel system to eliminate sanitary sewer overflows and control combined sewer overflows in Hartford, Connecticut

2015 ◽  
Vol 10 (2) ◽  
pp. 282-290 ◽  
Author(s):  
V. Nasri ◽  
C. E. Haynes
Keyword(s):  
Tunnel Boring Machine ◽  
Combined Sewer Overflows ◽  
Sanitary Sewer ◽  
Combined Sewer ◽  
Final Design ◽  
Deep Rock ◽  
Sewer Overflows ◽  
Rock Tunnel ◽  
And Control ◽  
Tunnel System

The South Hartford Conveyance and Storage Tunnel is a major component of Hartford Metropolitan District's Clean Water Project. It is intended to capture and store combined sewer overflows from the southern portion of Hartford, CT, and sanitary sewer overflows from West Hartford and Newington, CT. The project is estimated to cost approximately $US500 M and will be constructed under multiple construction contracts. The project components include a deep rock tunnel 6.6 km long and 7.6 m excavated diameter, several kilometers of consolidation sewers, multiple hydraulic drop shafts with deaeration chambers and a 100 MLD pumping station for tunnel dewatering. The tunnel boring machine-bored tunnel will be excavated in shale, siltstone and basalt through several fault zones. An AECOM led team is currently performing the final design for the project.

EXAMINING PROTOCOLS FOR IDENTIFYING SANITARY SEWER OVERFLOWS: A LOOK AHEAD

2001 ◽  
Vol 2001 (2) ◽  
pp. 163-174
Author(s):  
Philip M. Hannan ◽  
Richard E. Nelson ◽  
Ahmad Habibian
Keyword(s):  
Sanitary Sewer ◽  
Look Ahead ◽  
Sewer Overflows
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