Thanks GregLamberson for your quick replay but i used pipesim in my calculation and according to pipesim the output will be :
-liquid hold up will be =450 bbl
- liquid swept in front of a pig ("liquid by sphere") = 290 bbl
That in case of the liq flow rate = 3900 bbl/day and big time = 3 hr
And if I apply the above method then the slug catcher size would be = 450-(3900*3/24) = ???
But I think pipesim program consider
liquid swept in front of a pig ("liquid by sphere") = slug catcher size
and I hope if you help me in that if you work with pipesim
Below is case study from pipesim manual , I understand from it that pipesim consider liquid swept in front of a pig ("liquid by sphere") =slug catcher size , is that right ?
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from pipesim manual
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Task 6. Size a Slug Catcher
Having established that normal slug flow is expected, it is now necessary to size a slug catcher. The size will be determined by the largest of three design criteria:
1.The requirement to handle the largest slugs envisaged (chosen to be statistically the 1/1000 population slug size).
2.The requirement to handle liquid swept in front of a pig.
3.Transient effects, i.e. the requirement to handle the liquid slug generated when the production flow is ramped up from 5,000 to 10,000 STB/d.
This can be achieved as follows:
•Review the simulation output to establish the slug catcher volume required for each of the three design criteria and select the largest volume.
Review the output file and it can be seen that the turndown case generates larger slugs.
The 1/1000 slug length is 1,781.2 ft, which gives a slug volume of 971.5 ft3.
Now select the <reports/view summary> menu and check the liquid swept in front of a pig ("liquid by sphere").
Case no 1
Liquid hold up = 692 bbl liquid by sphere =279.113 bbl
Case no 1
Liquid hold up = 623 bbl liquid by sphere =264.113 bbl
It can be seen that the turndown case gives the larger volume of 279.1 bbl or 1,567 ft3.
Now calculate the liquid generated when the flow is ramped up from 5,000 STB/d to 10,000 STB/d. This is the difference in total holdup between the two cases, i.e. 692 - 623 = 69 bbl or 522 ft3.
Therefore the pigging volume of 1,567 ft3 (279.1 bbl) is the determining design case.
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