ODtape
Agricultural
- Jan 15, 2003
- 14
I am in the process of developing standards for my company for 3-6” fittings used in buried pvc pressurized pipe applications carrying reclaimed water at ambient temperature. I have been looking into the possibility of using stainless steel fittings in new additions to this system, but have concerns over corrosion. One of the primary design goals is long term reliability. Soil conditions vary from site to site, the worst conditions being a moderately corrosive clay soil in a coastal region. My concerns center around a couple questions:
1) Am I mislead to believe that 304SS will have good corrosion resistance in a buried application? Would 316SS have better corrosion resistance? There seems to be disagreement over this idea, with someone having mentioned that microscopic galvanic corrosion is a problem inherent to stainless steel. My primary attraction to stainless steel is that it does not rely on coatings to prevent corrosion. I would specify ductile iron fittings with FBE coating, but such a coating will likely be subject to physical damage after it is installed. Then, I assume, it would only be a matter of time before the fitting fails from pitting corrosion. Also, note that the existing portions of the system feeding the new additions are a hodgepodge of old cast iron, ACP and newer PVC. Some corrosion product from the old C.I. and galvanized iron piping is present in the system. The system is always pressurized with water, but sees normal flow rates several times a week.
2) New portions of the system will often connect to existing ductile iron flange fittings (note that these fittings are not as likely to sustain damage to their protective coatings as I mentioned above). I am proposing to connect to these flanges using a stainless steel flange with a dielectric isolation flange assembly (including bolt isolators). Would this provide effective protection from galvanic corrosion in a buried application? I am worried that the soil, with a high water content, and moderate salt content would provide a conductive path between the stainless flange and the DI flange, hence allowing galvanic corrosion. Has anyone analyzed a similar situation?
1) Am I mislead to believe that 304SS will have good corrosion resistance in a buried application? Would 316SS have better corrosion resistance? There seems to be disagreement over this idea, with someone having mentioned that microscopic galvanic corrosion is a problem inherent to stainless steel. My primary attraction to stainless steel is that it does not rely on coatings to prevent corrosion. I would specify ductile iron fittings with FBE coating, but such a coating will likely be subject to physical damage after it is installed. Then, I assume, it would only be a matter of time before the fitting fails from pitting corrosion. Also, note that the existing portions of the system feeding the new additions are a hodgepodge of old cast iron, ACP and newer PVC. Some corrosion product from the old C.I. and galvanized iron piping is present in the system. The system is always pressurized with water, but sees normal flow rates several times a week.
2) New portions of the system will often connect to existing ductile iron flange fittings (note that these fittings are not as likely to sustain damage to their protective coatings as I mentioned above). I am proposing to connect to these flanges using a stainless steel flange with a dielectric isolation flange assembly (including bolt isolators). Would this provide effective protection from galvanic corrosion in a buried application? I am worried that the soil, with a high water content, and moderate salt content would provide a conductive path between the stainless flange and the DI flange, hence allowing galvanic corrosion. Has anyone analyzed a similar situation?