Quote
since it does not follow the 2/3 rule , should there be a PSV on the shell side ??
If the shell side of the exchanger has block valves, there has to be a PSV within these blockvalves to relief any load from a possible tubeburst.
If there are no blockvalves around the shellside of the exchanger, but the shellside is open with the rest of the process system, there needs to be a PSV somewhere on that system able to relief the load from a possible tubeburst, unless the process system pressure is not going to reach its design pressure in case of tube burst. In this case a tubeburst will introduce water and steam into the process system, so if there is enough volume to accumulate the water (for say 15 minutes) and the steam is condensed further downstream in an aircooler (or similar) then the pressure in the process system is not going to reach PSV setpressure in case of a tubeburst.
Quote
I think this 2/3 rule or 10/13 rule is really not given clearly anywhere , a lot of engineers including me have confusion in this region ...
Indeed.
A lot of people seem to think that designing for the 2/3 rule will prevent a tubeburst, but that is NOT so.
It merely means that in case of a tubeburst all low pressure side equipment that is designed using 2/3 rule or 10/13 rule will not exceed their test pressure (1.5 or 1.3 times design pressure) and therefor need no PSV to survive a tubeburst. However all other low pressure side equipment that is not designed for the 2/3 rule still has to be protected in some way against the consequence of tubeburst.
In this case designing the shellside using the 2/3 rule would only protect that shellside, but not the rest of the low pressure process system that is open with that shellside.
Quote
the shell was pressurized to 1.5 times of tube design pressure to check whether the tubes leak or not . Is this right since the shell's design pressure is only 26.5.
If the shellside is really designed for only 26.5 kg/cm2 then it should not be able to withstand 1.5 times tubeside design pressure, which would be 159 kg/cm2. If it can withstand 159 kg/cm2 then it obviously was designed for a much higher pressure than that 26.5 kg/cm2.
Quote
Also tell me if this exchanger had a the high pressure stream in the shell and low pressure stream in the tubes , the tubes would then be surrounded by High Pressure BFW , so in this case do we have to use tubes with design pressure mathing BFW pressure or can we use tubes with design pressure 26.5 kg/cm2 g ????
The chosen thickness of the tubes has to be such that they can withstand the design pressure of the shellside with no pressure on the tubeside, as well as the design pressure of the tubeside with no pressure on the shellside.
There is no such thing as a "tube with a design pressure of .... kg/cm2 ". Required thickness depends on selected tube material, corrosion allowance, design temperature and design pressure. The design pressure of the shellside of an exchanger is usually limited by the thickness of the shell itself, tubesheet thickness, and the flanges and bolts with which it is connected to the tubesheet(s) and channel(s).
Determining for what pressure (and temperature) an exchanger will be designed, and whether or not the 2/3 rule will be used in a particular case, is decided by experienced process design engineers like me.
Once the design pressure (and temperature) are set, determining the test pressure is merely a matter of following the applicable codes, as already explained by fallah. There is no degree of freedom with that, no "yeah but ....", no "I would prefer to ....".
Edited by PingPong, 15 September 2013 - 10:35 AM.