CuMo
Mechanical
- May 1, 2007
- 146
Hi All,
I've been asked to start design on a vertical BEM heat exchanger to ASME VIII-1 / TEMA-R / PED
where the following conditions apply:
Shell side: Cooling water
Tube side: Toxic fluid / Gas (Not 100% sure whether liquid or gas, or mixture of both) - Lethal service
Material both sides: Carbon steel(SA-516-70, SA-350-LF2-1, etc typical grades)
Our client has proposed a design equipped with leak detection using an additional thinner tubesheet welded to the face of the main tubesheet
with a 2mm deep void/cavity between both as per the sketch attached. (Note the seal weld at the periphery).
Correct me if wrong but to my understanding we must subject this 2mm deep void/cavity to the highest test pressure that would be applied to any of the chambers of the HE.
So that we can guarantee the weld connecting both tubesheets is leak free in any pottential condition. There are two openings connected to that void/cavity so we would be able to fill/vent it no problem.
Obviously the thinner tubesheet would be restrained (gets extra support) by the tubes (I haven't tried to design it on its own yet)but it looks to me
as though being much thinner than the main tubesheet - it might not pass calculation if subjected to the same test pressure as the main tubesheet due to bending stress.
Another concern is the weld at the periphery (marked with Continuous weld on the sketch) - how do I size it properly? Any guidance for this?
Do we bolt a channel girth flange against it for extra support during test? It would not be possible to RT this weld so I would assume that only UT/MPI (or both can be applied).
I've been through the forum and at the bottom of this thread:
MJCronin suggests that having Leak detection might allow us to use tubesheet to shell corner joint instead of an extended stub & butt weld for the tubesheet to shell joint (which would typically apply for lethal service).
I have not found provision for this in the code though. It must be company standard practices.
Since we're using seamless tubes and only the tubeside is in lethal service, as per UW-2 (a)(3)(-a) I would assume a corner (fillet weld) joint is permitted.
Also PWHT to shell side would also not be applicable due to MDMT being only -15 deg C (5 deg F) and expected shell thickness is 20mm.
PWHT would apply to tubeside due to the lethal service.
Any comments - welcome.
Apologies for the long post. First time dealing with such configuration.
Best regards,
CuMo
I've been asked to start design on a vertical BEM heat exchanger to ASME VIII-1 / TEMA-R / PED
where the following conditions apply:
Shell side: Cooling water
Tube side: Toxic fluid / Gas (Not 100% sure whether liquid or gas, or mixture of both) - Lethal service
Material both sides: Carbon steel(SA-516-70, SA-350-LF2-1, etc typical grades)
Our client has proposed a design equipped with leak detection using an additional thinner tubesheet welded to the face of the main tubesheet
with a 2mm deep void/cavity between both as per the sketch attached. (Note the seal weld at the periphery).
Correct me if wrong but to my understanding we must subject this 2mm deep void/cavity to the highest test pressure that would be applied to any of the chambers of the HE.
So that we can guarantee the weld connecting both tubesheets is leak free in any pottential condition. There are two openings connected to that void/cavity so we would be able to fill/vent it no problem.
Obviously the thinner tubesheet would be restrained (gets extra support) by the tubes (I haven't tried to design it on its own yet)but it looks to me
as though being much thinner than the main tubesheet - it might not pass calculation if subjected to the same test pressure as the main tubesheet due to bending stress.
Another concern is the weld at the periphery (marked with Continuous weld on the sketch) - how do I size it properly? Any guidance for this?
Do we bolt a channel girth flange against it for extra support during test? It would not be possible to RT this weld so I would assume that only UT/MPI (or both can be applied).
I've been through the forum and at the bottom of this thread:
MJCronin suggests that having Leak detection might allow us to use tubesheet to shell corner joint instead of an extended stub & butt weld for the tubesheet to shell joint (which would typically apply for lethal service).
I have not found provision for this in the code though. It must be company standard practices.
Since we're using seamless tubes and only the tubeside is in lethal service, as per UW-2 (a)(3)(-a) I would assume a corner (fillet weld) joint is permitted.
Also PWHT to shell side would also not be applicable due to MDMT being only -15 deg C (5 deg F) and expected shell thickness is 20mm.
PWHT would apply to tubeside due to the lethal service.
Any comments - welcome.
Apologies for the long post. First time dealing with such configuration.
Best regards,
CuMo