dsg1985
Mechanical
- Apr 10, 2010
- 25
In AS4041 (Australian Pressure Piping standard) there is a section and clause that I am trying to understand. It is also (I've been told) in the one of the B31 codes. It is 3.10.3 (variations of pressure, mainly point (iii) and onwards).
It reads as follows:
3.10.3 Variations in normal operating conditions
Occasional variations in pressure and temperature during the design life of ferrous piping are acceptable within the following limits:
(a) Where the fluid is steam... shall not exceed those specifications in Clause 3.9.5.
(b) Where the fluid is boiler feed water. . . shall not exceed those specified in Clause 3.9.6
Where the fluid is other than steam or boiler feed water, a piping system shall be considered safe during those variations when all of the following conditions are fulfilled:
(i) The piping does not contain pressurized components made from cast iron or other non-ductile materials.
(ii) For piping not in the creep range, the hoop stress is not more than the hot yield strength at the highest temperature occurring during the variation.
(iii) The number of significant variations, or cycles of pressure during the design life, is not more than 7000. In this requirement a pressure variation of greater than +/-20% of the design is significant.
(iv) The highest pressure occurring during the variation is less than the hydrostatic test pressure.
(v) Occassional variations above the design pressure and temperature comply with the following:
(A) The period of the variation is less than 10 h at any one time and the sum of the periods is less than 1000 h in a year. The pressure rating of a component of the yield strength at the highest temperature during any of the variations may be increased by not more than 33 percent.
(B) The period of the variation is less than 50 h at any one time and the sum of the periods is less than 500 h in a year. The pressure rating of a component or the yield strength at the highest temperature during any of the variations may be increased by not more than 20 percent.
(vi) An evaluation of the combined effects of the sustained and cylcic variations on the design life of all components shall be made. The results of the evaluation are the subject of agreement between the parties concerned.
It's 3.10.3 (iii) and onwards that bugs me. If my design pressure is 1000 kPa, does this mean a variation of more than 400 kPa cannot occur more than 7000 times during the design life?
What is the intent of this clause? In the applications I deal with typically, there will be 1-2 pump starts per day (minimum). Take a 1000kPa system, starting from 0kPa and achieving full working pressure. Does this mean this system is unsafe if operated for more than 10 years (7300 starts at 2 per day) even if the design pressure of the pipe is, say, 1200kPa? (assuming no other variations). Even if a pump start only raises the pressure by 400kPa? It seems absurd.
Or does it mean it can tolerate 7000 pump starts were the starts to go above 1200kPa? I'm speculating too much now. Any guidance or references on this clause would be very helpful.
(I had to type this out from a hardcopy, please forgive typos)
It reads as follows:
3.10.3 Variations in normal operating conditions
Occasional variations in pressure and temperature during the design life of ferrous piping are acceptable within the following limits:
(a) Where the fluid is steam... shall not exceed those specifications in Clause 3.9.5.
(b) Where the fluid is boiler feed water. . . shall not exceed those specified in Clause 3.9.6
Where the fluid is other than steam or boiler feed water, a piping system shall be considered safe during those variations when all of the following conditions are fulfilled:
(i) The piping does not contain pressurized components made from cast iron or other non-ductile materials.
(ii) For piping not in the creep range, the hoop stress is not more than the hot yield strength at the highest temperature occurring during the variation.
(iii) The number of significant variations, or cycles of pressure during the design life, is not more than 7000. In this requirement a pressure variation of greater than +/-20% of the design is significant.
(iv) The highest pressure occurring during the variation is less than the hydrostatic test pressure.
(v) Occassional variations above the design pressure and temperature comply with the following:
(A) The period of the variation is less than 10 h at any one time and the sum of the periods is less than 1000 h in a year. The pressure rating of a component of the yield strength at the highest temperature during any of the variations may be increased by not more than 33 percent.
(B) The period of the variation is less than 50 h at any one time and the sum of the periods is less than 500 h in a year. The pressure rating of a component or the yield strength at the highest temperature during any of the variations may be increased by not more than 20 percent.
(vi) An evaluation of the combined effects of the sustained and cylcic variations on the design life of all components shall be made. The results of the evaluation are the subject of agreement between the parties concerned.
It's 3.10.3 (iii) and onwards that bugs me. If my design pressure is 1000 kPa, does this mean a variation of more than 400 kPa cannot occur more than 7000 times during the design life?
What is the intent of this clause? In the applications I deal with typically, there will be 1-2 pump starts per day (minimum). Take a 1000kPa system, starting from 0kPa and achieving full working pressure. Does this mean this system is unsafe if operated for more than 10 years (7300 starts at 2 per day) even if the design pressure of the pipe is, say, 1200kPa? (assuming no other variations). Even if a pump start only raises the pressure by 400kPa? It seems absurd.
Or does it mean it can tolerate 7000 pump starts were the starts to go above 1200kPa? I'm speculating too much now. Any guidance or references on this clause would be very helpful.
(I had to type this out from a hardcopy, please forgive typos)