WB01
Civil/Environmental
- Feb 2, 2011
- 1
I currently have a situation that involves HDPE to 316 SST underground flanged connections. The HDPE pipe was supplied with ductile iron back-up rings. 316ss bolts were used to bolt through the DI rings into the ss flanges. The Owner is concerned with the possible reaction between the two metals over time. The soil in this area is sandy and possibly wet in some areas. Does anyone have any case studies or experience with this type of situation?
Thanks.
Thanks.