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Installation of sanitary sewers at invert of previously used combined sewer system; four cuts were made into 102-in. sewer and 10 to 12-ft long corrugated steel pipe sections were lowered with setting into position by fork-lift truck working inside sewer; sanitary sewer was of elliptical section; after placement, corrugated pipe was grouted with concrete to provide smooth flow for storm water; corrugated sanitary sewage pipe has been handling average flow of 25 million gpd, and storm water capacity in modified tunnel is 500 cfs.
Installation of sanitary sewers at invert of previously used combined sewer system; four cuts were made into 102-in. sewer and 10 to 12-ft long corrugated steel pipe sections were lowered with setting into position by fork-lift truck working inside sewer; sanitary sewer was of elliptical section; after placement, corrugated pipe was grouted with concrete to provide smooth flow for storm water; corrugated sanitary sewage pipe has been handling average flow of 25 million gpd, and storm water capacity in modified tunnel is 500 cfs.
Split level design for sewer separation
Pub Works
Ridge, W.G. (author)
Public Works ; 97
1966
Article (Journal)
English
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