dicksewerrat
Civil/Environmental
- May 16, 2002
- 1,946
We have a Ductile Iron Pipe carrying domestic sewage supported by pylons over some creeks anbd ravines. We will be lining this pipe with CIPP. What kind of analysis would I be doing to make sure that the pipe does not snap between supports. This is a gravity line, so each support will be lower than the last as you go downstream.
Richard A. Cornelius, P.E.
Richard A. Cornelius, P.E.