robsalv
Mechanical
- Aug 8, 2002
- 311
Hi folks.
We're looking at installing an FRP tank for non aerated, ambient temperature, 28% conc sulphuric acid service. At this point in time, it's my understanding that at this acid strength the tank won't require a corrosion liner.
One of the questions that I can't seem to get a straight answer on is in regards to the later inspection of the tank after it has been in service.
AE is one available technique, but it will only identify cracks. What are other inspection techniques that can be employed to find other types of defects that the service may be introducing/causing? We have little experience in visual inspection of FRP tanks, so early visual signs/indications might be missed.
We're also intending to paint the outside of the tank for UV protection.
Thanks in advance.
Rob
We're looking at installing an FRP tank for non aerated, ambient temperature, 28% conc sulphuric acid service. At this point in time, it's my understanding that at this acid strength the tank won't require a corrosion liner.
One of the questions that I can't seem to get a straight answer on is in regards to the later inspection of the tank after it has been in service.
AE is one available technique, but it will only identify cracks. What are other inspection techniques that can be employed to find other types of defects that the service may be introducing/causing? We have little experience in visual inspection of FRP tanks, so early visual signs/indications might be missed.
We're also intending to paint the outside of the tank for UV protection.
Thanks in advance.
Rob