pmover
Mechanical
- Sep 7, 2001
- 1,507
location - artic environment
mortar lined ductile iron pipe, ANSI/AWWA C150/A21.50
new pipe is buried @ roughly 4-feet below grade and several feet in length (a network of pipe).
unforeseen circumstances may force newly installed piping system to be exposed to winter conditions before hydrostatic testing/commissioning. unfortunately, the pipe has been filled with water.
a plan is being prepared to drain as much water from pipe as possible, but there are slight dips in pipe profile whereby not all the water may be removed.
question: anyone know if residual water left in a mortar lined ductile iron piping system that freezes (not a filled piping system) will have any impact on the mortar-lined pipe (i.e. cracking of mortar or otherwise)?
any suggestions to avoid freezing of water are welcome (i.e. circ pumps, glycol, alcohol, etc.).
mortar lined ductile iron pipe, ANSI/AWWA C150/A21.50
new pipe is buried @ roughly 4-feet below grade and several feet in length (a network of pipe).
unforeseen circumstances may force newly installed piping system to be exposed to winter conditions before hydrostatic testing/commissioning. unfortunately, the pipe has been filled with water.
a plan is being prepared to drain as much water from pipe as possible, but there are slight dips in pipe profile whereby not all the water may be removed.
question: anyone know if residual water left in a mortar lined ductile iron piping system that freezes (not a filled piping system) will have any impact on the mortar-lined pipe (i.e. cracking of mortar or otherwise)?
any suggestions to avoid freezing of water are welcome (i.e. circ pumps, glycol, alcohol, etc.).