mjpetrag
Mechanical
- Oct 16, 2007
- 224
We are in the process of scoping for replacement of our underground firewater piping. It is currently an underground network of approximately 20,000 feet of a mix of mostly 6"-10" iron piping installed in the 1950's, and repeated leaks on the system are causing excessive maintenance spend for excavating the leaks, repairing, backfilling, and paving. Due to the massive scope of work and amount of digging involved in the replacement of this piping, we began to think if Horizontal Directional Drilling could be a cost-effective way to replace this pipe. Essentially installing new piping in parallel to the old, and making the connections to the hydrants and high-rise monitors.
We were also evaluating CIPP liners for this piping also.
Most of the piping failures are due to separation of the bell joints. There are some failures where the piping has a hole from rocks rubbing the OD of the pipe, but those are in a minority.
Wanted to get your thoughts on your experiences and recommendations on the most practical path forward
-Mike
We were also evaluating CIPP liners for this piping also.
Most of the piping failures are due to separation of the bell joints. There are some failures where the piping has a hole from rocks rubbing the OD of the pipe, but those are in a minority.
Wanted to get your thoughts on your experiences and recommendations on the most practical path forward
-Mike