jgailla
Geotechnical
- Dec 23, 2004
- 896
We have an office argument going about the use of ball valves versus gate valves on a sewer force main. This particular project is a 12" force main running about 2.5 miles and discharging into a manhole, but I would like your opinions on sewer force main valving in general. The project is located in SE Georgia.
I think that gate valves are appropriate up to 20". Over 20" I would probably use a butterfly valve, although I haven't given it much thought because I've never designed a force main over 20".
I've reviewed four utility design standards from Florida and Georgia. Three use gate valves, and one uses plug valves. There is no local design standard, and we are basing our design on a military technical manual, which provides no guidance on this issue.
I would appreciate any of your opinions. Thanks.
I think that gate valves are appropriate up to 20". Over 20" I would probably use a butterfly valve, although I haven't given it much thought because I've never designed a force main over 20".
I've reviewed four utility design standards from Florida and Georgia. Three use gate valves, and one uses plug valves. There is no local design standard, and we are basing our design on a military technical manual, which provides no guidance on this issue.
I would appreciate any of your opinions. Thanks.