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Relief Valve Sizing
#1
Guest_Kiran Parihar_*
Posted 15 December 2005 - 12:44 AM
I have a doubt regarding the sizing of Relief Valve for control valve failure case. And hope that in this forum I will be able to clear my mind.
For calculating the maximum flow, I normally take the maximum flow passing through control valve (rated Cv of Control Valve) with bypass closed.
During the discussions we had in our company, it was suggested to also add the flow through the bypass to the maximum flow. I did not agree because of obvious reason that the bypass would be normally closed during the control valve failure and we have isolation valves to remove the control valve for repairing.
All your answers would be highly appreciated
Best Regards
#2
Posted 15 December 2005 - 06:39 PM
I've run into this argument/challenge several times. The logical answer is that it is illogical to expect that an operator could make the mistake of opening the bypass while the control valve has failed in the open position. And that is the only logical manner that one could have both open at the same time.
You are absolutely correct in stating that the reason the manual bypass valve is there in the first place is that it is to be used as a manual operation when doing maintenance on the CV or the CV has failed to open. In both of these events, an operator is expected to crack the bypass and block-in the CV in order to prepare to remove it or repair in situ. If an operator were to open the manual bypass while the CV failed in the open position it would constitute "Double Jeopardy" and would not be a credible design scenario. Both events are not related so the odds of both happening at the same time fall under the double jeopardy description. All design meetings and hazops where I've run into this dilemma have reached the same decision as you: The maximum Cv value of the control valve sets the maximum flow through it and is the basis for the relief capacity.
I wish you had posted this query in the Relief Valve Forum, so it would get the proper exposure.
#3
Posted 16 December 2005 - 12:59 PM
#4
Posted 16 December 2005 - 01:52 PM
You've not only made an excellent mental exercise, but you are absolutely correct as to your evaluation of the manual operation for control purposes. Although most by-passes are usually 1 size below the CV size, it is still possible to have the bypass contributing more flow during your described procedure - all depending on the type of valve and its Cv value.
Once again, your result has shown how a critical worse case can be camouflaged from the perception of those engineers trying to identify the controlling case. It is so very important to explore all possible operational and accidental occurances by carefully detailing a complete explanation of the scope of work.
#5
Guest_Kiran Parihar_*
Posted 17 December 2005 - 02:37 AM
The forum continues to enrich young learning engineers.
#6
Posted 19 December 2005 - 01:51 AM
The first approach reflects Doug's previous post - it is feasible for the control valve to be in the normal operation and the bypass valve inadvertantly opened which produces an incremental increase in flow for relief. However it is double jeopardy for both the control valve and bypass valve to be wide open simultaneously.
The other contractor's approach is far more conservative and they make a point to say that the relief rate should be calculated with the control valve and its bypass fully open, to account for "start-up cases". I'm afraid that it doesn't go on to expand on what is meant by start-up cases!
Just thought that it was interesting how there is not a common approach and it very much comes down to the nature/ethos of the organisation for which you work. Does you're employer or perhaps client have a philosophy on this matter?
#7
Posted 19 December 2005 - 09:10 AM
#8
Posted 20 December 2005 - 04:05 AM
abhishek
#9
Posted 21 December 2005 - 12:17 PM
If the by-pass is to be operated at the same time as the associated control valve then the total flow through both the by-pass and the control valve (fully opened) must be at least analyzed when determining the PSV sizing. Some years ago during a design of HFC facility I put in restriction orifices in the by-pass lines so that they would not be controlling in PSV sizing (yes, these lines were one-size smaller than the associated control valve). The flow was more than enough to allow the process to operate when the control valve was out of service but was restrictive enough during the relief scenario that it was not controlling over a fully opened control valve.
#10
Posted 22 December 2005 - 03:20 AM
One approach is to size the relief valve for largest flow through either fully open manual valve or fully open control valve (whichever results in the largest relief flow), and to check that downstream pressure remains below the hydrotest pressure when both control and manual valve are fully open.
Reasoning is that in the highly unlikely, but still credible case that both valves are fully open, there will still not be a loss of containment.
Note that the Cv values of the actually installed valves have to be used and that there should be some system in place to prevent installing of a valve with a higher Cv without checking the relief valves.
#11
Guest_Guest_*
Posted 03 March 2006 - 12:40 AM
No one seems to talk of the applicable codes (API 520/521) and design practices/guidelines by majors that are recognised in the industry.
Almost every guideline requires some consideration of the bypass valve being in the open position (along with the CV full open), though the extent of pressurisation allowed for the equipment to be protected varies. I can recall one guideline allowing up to the hydrotest pressure.
May be it is better to be safe than (extra) economical.
Regards
#12
Posted 03 March 2006 - 12:48 PM
Please note that API RP520 and RP521 are not codes but Recommended Practices. Saying this, they historically represent good engineering practice and thus should be followed as guidelines.
#13
Guest_Guest_*
Posted 07 March 2006 - 02:09 AM
With respect to APIs, the point is noted, these are RPs not codes.
Regards
#14
Posted 07 March 2006 - 12:40 PM
I guess we are just going to agree to disagree.
#15
Guest_Kiran G Parihar_*
Posted 07 March 2006 - 11:40 PM
The PSV's can be designed according to client's specification wheather he wants to include or exclude the bypass flow.
But the problems that may arise if we include the bypass calculations will be:
1. PSV oversized for Normal CV failure. (Will this result in chattering??. Comments awaited)
2. Line sizing & Pressure drop calculations for the PSV sized. (And in many cases, we will not be able to meet 3% criteria)
Thanks
Kiran G Parihar
#16
Posted 08 March 2006 - 02:06 PM
And as far as line size is concern, you can not design line size for normal capacity and PSV for rated capccity. Your line size also must be based on rated capacity only. So, I will be concerned about point 1 only and will not bother about point 2.
If I come to main topic, my experince says eventhough it is "Double Jeopardy", selection depends on criticality of process. In LNG plans and Crude refineries, any cost of bigger size PSV is nothing when compared with downtime of plant. And in such places, client will definately ask to go even for "Double Jeopardy", just to minimize possibility of downtime of plant to zero extent. And I feed nothing wrong in this engineering practice.
#17
Guest_Guest_*
Posted 09 March 2006 - 04:48 AM
We seem to be mixing up two issues:
1. Whether or not the bypass open scenario has to be considered for PSV sizing.
2. Sizing of the bypass line.
The first issue has been discussed at length in this thread.
Regarding the second issue, sizing of the bypass line, I would like to qoute an earlier posting by Phil (in this thread itself) "The purpose of the by-pass is to operate the process while taking the associated controll valve out of service". This being the case, with which I fully agree, the bypass cannot be made more restrictive than the control valve.
With reference to observations made by Ritesh on 'double jeopardy', as also earlier mentions of the same in this thread, a control system failure would typically not qualify as a 'jeopardy' in this context. Please refer API RP 14C (for the offshore E&P facilities atleast). Safeguarding systems would be a lot more simpler if credit for control system failures were to be allowed.
Regards
#18
Posted 09 March 2006 - 12:11 PM
However, it is often necessary and that is one reason why the by-pass is there, but only as a last resort to keep the system running (making product...making money) untill the control valve can be repaired/replaced. Operations must also be extremely dilligent in keeping the system under constant observation because there is no contol.
The by-pass is also there for start-up purposes when, let's say you may need to do an initial charge of a material or you may need to warm the downstream equiment up to prepare it to accept material. And this is why you can make the line more restrictive.
Saying all this, should one take into account the by-pass opened as well as the associated control valve in a PSV scenario? Let's look at this scenario. Our control valve failed during the midnight shift and the by-pass was opened to allow emergency but limited operation. Near lunch time, the control valve is fixed. The operators are somewhat occupied with lunch on their mind and forget about the opened by-pass. In their haste to get the system back up to full production, they stroke the newly fixed control valve to get it going. Double jeopardy? I think not.
So, yes, this scenario must be taken into account when sizing the relief system.
By the way, this whole discussion should be moved into the Relief Forum and should not be here.
#19
Posted 10 March 2006 - 11:10 PM
Let us believe that it had happened. Now bypass valve and control valve both are in operation and plant is at full capacity mode. At this point, shift engineer must be monitoring control valve opening when control valve is taken in operation. Even if somebody missed to monitor it at that time, during short time it should come in notice. If no one monitors it, it is again case of carelessness from shift engineer.
After maintanance, control valve will not fail very soon. But you are again considering control valve failure at this time only. Now I will stop here sayimg all these under "double jeopardy".
Here, I will highlight one point which I forgot in my past reply. It is not control valve that must be responsible for relief load. It should be either control valve or bypass valve, whichever has higher CV. But again, not both. It is normal practice that Control valve CV is always higher than bypass valve. But final check required.
And if you want to design system for each and every event of carelessness during operation, what will you do for situation when one relief valve is taken out for maintanance without opening inlet/outlet block valves of spare relief valve? :-)
#20
Guest_Guest_*
Posted 18 March 2006 - 05:58 PM
As far as your comment about a relief valve "taken out for maintanance without opening inlet/outlet block valves of spare relief valve," I hope you are aware of the 3 way valves that are marketed specifically for this application. Another (cheaper) way of accomplishing the same is using some kind of a mechanism that ties the two inlet (or outlet) valves mechanically ("mechanical linkage") so that if one valve is opened, the other is closed simultaneously.
Now, I am hoping that Pleckner comments on what happens if a PSV pops just when you are switching from one PSV to the other.
#21
Guest_Guest_*
Posted 21 March 2006 - 12:41 PM
I was mistaken (oh my gosh, 20 lashes with a wet noodle or if you prefer, a spiked ended whip). I'll go back to my original post and say we did not consider both the by-pass open and the control valve failure; one or the other, that was it and I'll stick with that. And that is why we put in a restrictive orifice in the by-pass line. The by-pass valve had a larger Cv than the control valve and we didn't need the full flow so we just restricted it for the PSV sizing.
I have used all these methods in the past to spare a PSV. It was totally client preference. And I'll ignore that last comment thank you very much.
#22
Guest_Guest_pleckner_*_*
Posted 21 March 2006 - 12:43 PM
I was mistaken (oh my gosh, 20 lashes with a wet noodle or if you prefer, a spiked ended whip). I'll go back to my original post and say we did not consider both the by-pass open and the control valve failure; one or the other, that was it and I'll stick with that. And that is why we put in a restrictive orifice in the by-pass line. The by-pass valve had a larger Cv than the control valve and we didn't need the full flow so we just restricted it for the PSV sizing.
I have used all these methods in the past to spare a PSV. It was totally client preference. And I'll ignore that last comment thank you very much.
Phil Leckner
Chief Content Manager
The Chemical Engineers Resource Page
#23
Guest_Guest_*
Posted 21 March 2006 - 12:44 PM
I was mistaken (oh my gosh, 20 lashes with a wet noodle or if you prefer, a spiked ended whip). I'll go back to my original post and say we did not consider both the by-pass open and the control valve failure; one or the other, that was it and I'll stick with that. And that is why we put in a restrictive orifice in the by-pass line. The by-pass valve had a larger Cv than the control valve and we didn't need the full flow so we just restricted it for the PSV sizing.
I have used all these methods in the past to spare a PSV. It was totally client preference. And I'll ignore that last comment thank you very much.
Phil Leckner
First Content Manager
The Chemical Engineers Resource Page
#24
Guest_Guest_Albert_*_*
Posted 22 March 2006 - 03:09 PM
#25
Guest_Guest_*
Posted 25 March 2006 - 07:56 AM
I just don't want people to go overboard which is why I wrote in the last comment. I am glad you decided not o go after me on that!
I was mistaken (oh my gosh, 20 lashes with a wet noodle or if you prefer, a spiked ended whip). I'll go back to my original post and say we did not consider both the by-pass open and the control valve failure; one or the other, that was it and I'll stick with that. And that is why we put in a restrictive orifice in the by-pass line. The by-pass valve had a larger Cv than the control valve and we didn't need the full flow so we just restricted it for the PSV sizing.
I have used all these methods in the past to spare a PSV. It was totally client preference. And I'll ignore that last comment thank you very much.
Phil Leckner
Chief Content Manager
The Chemical Engineers Resource Page
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