MarshfieldTimC
Civil/Environmental
- Dec 10, 2002
- 33
I am looking for information on the proper venting of an interceptor (sanitary) sewer. I have an existing sewer that includes 24" to 36" ID concrete pipe, 6500 LF long and only carries wastewater that is discharged from a lift station (no other connections, no laterals, etc.). There is a vent on the manhole where the 20" force main discharges into this interceptor sewer, and another at the manhole where this interceptor discharges to our main WWTP interceptor. These vents appear to be allowing air to enter the manhole/pipeline ('inhaling'). The pipe and manholes of this 6500 LF interceptor sewer are severely corroded and will need rehabilitation and/or replacement soon. I believe that proper venting will not resolve or prevent the corrosion, but I would like to know what I should be doing regarding venting, and minimizing the H2S corrosion potential if possible.
Thanks in advance!
Thanks in advance!