rhowe
Mechanical
- Mar 7, 2006
- 2
Basic system information: Steam distribution system at 125psi, return condensate ~200deg F. Systems typically run 24/7 with the exception of shutdowns for repairs/maintenance. There is over 10 miles of piping that interconnect (for redundant/ back feeds) in various sizes and various settings: Some piping in tunnels, some in trenches, some in racks, some through buildings and direct buried lines. Chemical treatment does occur for boiler feed water... but limited by FDA on film coating amines for carbonic acid protection. There is no satellite chemical treatment. The condensate return is a vented pumped return that uses a mix of both electric pumps and steam motive pumps. This pumped condensate return also collects the main drip trap condensate from the steam lines.
Environmental conditions NE weather -- snow and ice. Our plant uses far too much deicing salts on ground surfaces.
Current system problem / dilemma: in ~1000' section of direct buried lines we are seeing a huge influx on condensate failures -- from the inside out from carbonic acid, over the last year. The lines range in age from ~10 to ~30 years old. The existing piping is schedule 80 carbon steel (some in old style rickwell) encased in insultcrete. The rickwell sleaving was open to the inside manholes at the penetrations. Failures are tending to be within feet of entering/ exiting manholes. Failures have often been a couplings, or at direction change. This particular area is one of the farthest from the source generation. (We are looking at remote chemical treatment for this area --- but in the meantime we need to replace the damaged sections as needed.)
I forgot to mention we have pockets of high water tables in this area too.
There is a debate on the material that should be used when replacing these sections: 1. replace with schedule 80 carbon steel. Foamglass insulate covered by a roofing type paper. 2. Increase carbon steel to schedule 120. Same insulation. 3. Change to stainless steel. Same insulation.
I am concerned with using stainless steel with the huge amounts of deicing salts we use. I'm guessing that while we may slow down carbonic acid corrosion on the inside of the pipe, we'll be speeding up external corrosion of the pipe with the chlorides. Our existing lines are showing some external corrosion, but nothing like the inside.
We are also talking about seriously overhauling about a third of this area with a "pre insulated" piping product. The problem I can see with the pre insulated option is that when we do spring leaks in the future, the preinsulated has a relatively long lead time...
Aside from chemical treatments / overall system design... Can someone provide an opinion on the options listed above? Sched. 80 cs, sched. 120 sc, or ss. Other choices? options? for replacing sections of piping?
I am completely unfamiliar with cathodic corrosion protection, short of seeing it mentioned. Is this just for structural systems, rather than piping? If it can be used for piping, would this application be practical? Would this only protect from ionization from environment corrosion?
Any advice is greatly appreciated. My apologies, in advance, for being long winded.
-RHowe
Environmental conditions NE weather -- snow and ice. Our plant uses far too much deicing salts on ground surfaces.
Current system problem / dilemma: in ~1000' section of direct buried lines we are seeing a huge influx on condensate failures -- from the inside out from carbonic acid, over the last year. The lines range in age from ~10 to ~30 years old. The existing piping is schedule 80 carbon steel (some in old style rickwell) encased in insultcrete. The rickwell sleaving was open to the inside manholes at the penetrations. Failures are tending to be within feet of entering/ exiting manholes. Failures have often been a couplings, or at direction change. This particular area is one of the farthest from the source generation. (We are looking at remote chemical treatment for this area --- but in the meantime we need to replace the damaged sections as needed.)
I forgot to mention we have pockets of high water tables in this area too.
There is a debate on the material that should be used when replacing these sections: 1. replace with schedule 80 carbon steel. Foamglass insulate covered by a roofing type paper. 2. Increase carbon steel to schedule 120. Same insulation. 3. Change to stainless steel. Same insulation.
I am concerned with using stainless steel with the huge amounts of deicing salts we use. I'm guessing that while we may slow down carbonic acid corrosion on the inside of the pipe, we'll be speeding up external corrosion of the pipe with the chlorides. Our existing lines are showing some external corrosion, but nothing like the inside.
We are also talking about seriously overhauling about a third of this area with a "pre insulated" piping product. The problem I can see with the pre insulated option is that when we do spring leaks in the future, the preinsulated has a relatively long lead time...
Aside from chemical treatments / overall system design... Can someone provide an opinion on the options listed above? Sched. 80 cs, sched. 120 sc, or ss. Other choices? options? for replacing sections of piping?
I am completely unfamiliar with cathodic corrosion protection, short of seeing it mentioned. Is this just for structural systems, rather than piping? If it can be used for piping, would this application be practical? Would this only protect from ionization from environment corrosion?
Any advice is greatly appreciated. My apologies, in advance, for being long winded.
-RHowe