NozzleTwister
Mechanical
- Mar 3, 2003
- 368
I'm currently reviewing an existing FCC Reactor Overhead Vapor line that was installed in 1950 and operating since then. The material is 20" Sch. 30 (.500") A106, Gr. A. The original line has never been replaced. Recent inspection reports show this line still is very close to the originally specified wall thickness. The pipe is 'hot wall' with external heat conservation insulation.
I've recommended that this line be replaced with A335-P11 which is the norm for this service but the client is reluctant to replacing the line (due to the significant costs) and would rather continue using the existing line so long as pipe wall, the current support arrangement and flexibility are adequate at the higher temperature. If not, what minimal changes will be required?
The closest code that I’ve found to that era is a 1943 Unfired Pressure Vessel Code although the correct code would be the ASA B31.1, American Standard Code for Pressure Piping that was in effect in 1949 or 1950. In that 1943 Vessel Code there are two rows of allowable stresses for A106, Gr. A, the row with the highest allowables refers to a note that says, “These stresses permitted only if 0.10 per cent minimum silicon is expressly specified.” Which at this point is unknown so I’ve opted to use the lower values which result in the hot allowables of:
921 deg. F. Current operating temp. Sh = 3644 psi
950 deg. F. New operating temp. Sh = 2600 psi
1000 deg. F. New design temp. Sh = 1350 psi I have requested a review of the design temp.
Maybe this is too much back ground but that’s what I’m dealing with. I’m not asking for help with supports or flexibility but am very interested to know the risks of increasing the temperature of this carbon steel line that has already been operating in excess of 900 deg. F. for the last 55 years and how can those risks be evaluated? What are the risks of graphitization?
"Conversion of carbides to graphite MAY OCCUR after prolonged exposure....." isn't very strong language when trying to convince a client to replace the line. Can you direct me to any references that expand on this phenomena? Can a failure be predicted? Can a pipe be tested to determine if the conversion has occurred?
Also, can you direct me on how to know if I am in the creep range at higher temperatures and what extra precautions that I need to consider?
Any advice you can spare will be most helpful.
Thanks,
NozzleTwister
Houston, Texas
I've recommended that this line be replaced with A335-P11 which is the norm for this service but the client is reluctant to replacing the line (due to the significant costs) and would rather continue using the existing line so long as pipe wall, the current support arrangement and flexibility are adequate at the higher temperature. If not, what minimal changes will be required?
The closest code that I’ve found to that era is a 1943 Unfired Pressure Vessel Code although the correct code would be the ASA B31.1, American Standard Code for Pressure Piping that was in effect in 1949 or 1950. In that 1943 Vessel Code there are two rows of allowable stresses for A106, Gr. A, the row with the highest allowables refers to a note that says, “These stresses permitted only if 0.10 per cent minimum silicon is expressly specified.” Which at this point is unknown so I’ve opted to use the lower values which result in the hot allowables of:
921 deg. F. Current operating temp. Sh = 3644 psi
950 deg. F. New operating temp. Sh = 2600 psi
1000 deg. F. New design temp. Sh = 1350 psi I have requested a review of the design temp.
Maybe this is too much back ground but that’s what I’m dealing with. I’m not asking for help with supports or flexibility but am very interested to know the risks of increasing the temperature of this carbon steel line that has already been operating in excess of 900 deg. F. for the last 55 years and how can those risks be evaluated? What are the risks of graphitization?
"Conversion of carbides to graphite MAY OCCUR after prolonged exposure....." isn't very strong language when trying to convince a client to replace the line. Can you direct me to any references that expand on this phenomena? Can a failure be predicted? Can a pipe be tested to determine if the conversion has occurred?
Also, can you direct me on how to know if I am in the creep range at higher temperatures and what extra precautions that I need to consider?
Any advice you can spare will be most helpful.
Thanks,
NozzleTwister
Houston, Texas