darthsoilsguy2
Geotechnical
- Jul 17, 2008
- 579
I see often in old reports (including mine) that have 4, 8, and even up to 16 vertical runs of UTT readings for the tank shell metal.
After going through heaps of API documents, i haven't figured out how we came to this standard of care. Am i missing something? maybe some of the gray-hairs remember how this all got started...
I can see the value to multiple lines when the tank is insulated, since Corrosion Under Insulation may be at play in different ways... but for an uninsulated tank, it seems like overkill once you get above 5 feet (or really above the 1 ft critical shell) and especially so if there is an internal inpsection happening too.
After going through heaps of API documents, i haven't figured out how we came to this standard of care. Am i missing something? maybe some of the gray-hairs remember how this all got started...
I can see the value to multiple lines when the tank is insulated, since Corrosion Under Insulation may be at play in different ways... but for an uninsulated tank, it seems like overkill once you get above 5 feet (or really above the 1 ft critical shell) and especially so if there is an internal inpsection happening too.