BarnesMobile
Mechanical
- May 13, 2009
- 1
New to Eng-Tips and a newish Engineer here. Hoping for some input.
I'm working on conforming our design of a liquid nuclear waste sampler system to ASME B31.3 We have been asked to address potential deflagration due to hydrogen build.
Nothing unusual, but... The project manager is asking me to apply the calculated deflagration pressure to the B31.3 design requirements. I can't see anywhere in the code or elsewhere that I should do this. Perhaps I could see this listed as an occasional load under B31.3, but even then that doesn't make sense to me. As far as I can tell I should apply the maximum design pressure of the system, and nothing more.
Is this guy on the right track? Or am I just a newb that doesn't know what I'm talking about?
-Jon Barnes
I'm working on conforming our design of a liquid nuclear waste sampler system to ASME B31.3 We have been asked to address potential deflagration due to hydrogen build.
Nothing unusual, but... The project manager is asking me to apply the calculated deflagration pressure to the B31.3 design requirements. I can't see anywhere in the code or elsewhere that I should do this. Perhaps I could see this listed as an occasional load under B31.3, but even then that doesn't make sense to me. As far as I can tell I should apply the maximum design pressure of the system, and nothing more.
Is this guy on the right track? Or am I just a newb that doesn't know what I'm talking about?
-Jon Barnes