wellbore completions design for a vertical gas well
DESCRIPTION
Project done during Completions Engineering course. This document outlines the considerations and techniques used to determine the ideal completions design for a vertical gas well.TRANSCRIPT
WELLBORE COMPLETIONS DESIGN FOR A VERTICAL GAS WELL
EXECUTIVE SUMMARY
By Daevin Dev
A vertical gas completion was to be designed using 2-7/8” tubing. Minimal constraints were present in
the well. However, the well needed to be stimulated using acid. Based on these conditions several
analysis were performed to determine the safest and most economical type of tubing and completion
equipment to be used in completing this well. The final chosen tubing was the API type N80 2-7/8”
6.5ppf EUE. A brief description of the different types of analysis performed and its corresponding
outcomes are outlined below.
An initial selection of the tubing type was done through burst and collapse analysis. A worst case
scenario for burst and collapse were devised based on the available conditions and potential fluids that
would be in the tubing and in the annulus throughout the life of the well. Next, the minimum tubing
strength requirements were calculated, based on potential loads and backups, and compared against
available tubing data tables. An initial tubing selection was made based of this initial analysis. This tubing
was then used as the basis for further analysis.
The next analysis performed was testing the chosen tubing for potential failure through excessive
elongation or excessive force applied at the tubing at packer depth. This analysis tests the whether or
not the tubing will be able to withstand the potential high pressure and temperature differentials that
are bound to exist during stimulation and/or production. Additionally, this analysis would also indicate
whether or not the tubing can be landed or lathed at the packer. The specifics of this analysis are
outlined in the Excel™ file that was uploaded along with this summary. The outcome of this analysis was
that the preselected tubing, from above, would not fail and that it could be latched if a slack-off weight
was imposed on the tubing and if an annular surface pressure was introduced so as to offset some of the
pressure differential at the packer depth.
Consequently, the completions equipment that was to accompany the tubing needed to be selected.
The packer chosen was the retrievable type PMDJ Production Mechanical Packer by Schlumberger. It has
a high working pressure and is designed to support acid and frack stimulations, which suits the
requirements perfectly. Additionally, it also has an emergency release system which would prove handy
in the event of an emergency. A Nitrile type elastomer was chosen to seal the tubing and the packer
because of Nitrile’s high pressure & temperature resistance. A landing seating nipple is to be placed
above the packer to assist other tools in passing through the tubing. A sliding sleeve is incorporated into
the design to allow for ease of unloading the well. Two side pocket mandrels will be placed above the
sliding sleeve with a generous spacing to account for the possibility of artificial lift. The last two
completions equipment is the subsurface safety vale, for emergency production conduit closures, and
the tubing head and hanger to support the whole tubing string.
The projected estimated cost for the tubing is $127,920 at a footage cost of about $10/ft. The additional
completions equipment is estimated to cost about $21,775. This brings the total estimated cost of
completing the well to about $150,000. This cost does, however, exclude the cost of the tubing head
and other additional costs that will be incurred during the stimulation job.
All sample calculations and related diagrams have been uploaded, separately, along with this summary.
The Excel™ file outlines, to as much detail as possible, the necessary dimensions and specifics of the
completions design mentioned in this summary.
DAEVIN DEV PEGN 361 PROJECT 2
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Sample Calculations
All equations were obtained from Module 4: Tubing Design, PEGN 361: Completions Engineering, Colorado School of Mines.
1. Tubing Cross-sectional Area
𝐴𝑐𝑠 = 𝜋
4× (2.8752 − 2.4412)
𝐴𝑐𝑠 = 1.812𝑖𝑛2
2. Packer Bore Area
𝐴𝑝 = 𝜋
4× (3.252)
𝐴𝑝 = 8.296𝑖𝑛2
3. Outside Tubing Area
𝐴𝑜 = 𝜋
4× (2.8752)
𝐴𝑜 = 6.492𝑖𝑛2
4. Inside Tubing Area
𝐴𝑖 = 𝜋
4× (2.4412)
𝐴𝑖 = 4.68𝑖𝑛2
5. Tubing-To-Casing Clearance, ∆r
∆𝑟 = 6.366 − 2.875
2
∆𝑟 = 1.7455𝑖𝑛
6. Moment Of Inertia, I
𝐼 = 𝜋
64× (2.8754 − 2.4414)
𝐼 = 1.612𝑖𝑛4
7. Weight Of Fluid Inside Tubing, Wi
𝑊𝑖 = 0.0034 × 2.4412 × 9.5
𝑊𝑖 = 0.1924𝑙𝑏𝑚/𝑖𝑛
8. Weight Of Fluid Outside Tubing, Wo
𝑊𝑜 = 0.0034 × 2.8752 × 11.5
𝑊𝑜 = 0.3232𝑙𝑏𝑚/𝑖𝑛
DAEVIN DEV PEGN 361 PROJECT 2
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9. Ratio Of OD to ID, R
𝑅 = 2.875
2.441
𝑅 = 1.178
10. Pressures At The Packer For Initial & Final Conditions
a. Initial Tubing Conditions
𝑃 = 8.3
19.25× 12250
𝑃 = 5282𝑝𝑠𝑖
b. Final Tubing Conditions
𝑃 = 9500 +9.5
19.25× 12250
𝑃 = 14321𝑝𝑠𝑖
c. Initial Annulus Conditions
𝑃 = 8.3
19.25× 12250
𝑃 = 5282𝑝𝑠𝑖
d. Final Annulus Conditions
𝑃 = 1700 +11.5
19.25× 12250
𝑃 = 9018.2𝑝𝑠𝑖
11. Change In Pressure In Tubing At Packer Depth, ∆Pi
∆𝑃𝑖 = 14321 − 5282
∆𝑃𝑖 = 9039𝑝𝑠𝑖
12. Change In Pressure In Annulus At Packer Depth, ∆Po
∆𝑃𝑜 = 9018 − 5282
∆𝑃𝑜 = 3736𝑝𝑠𝑖
13. Change In Average Pressure In Tubing, ∆̅𝑃𝑖
∆̅𝑃𝑖 = 14321 + 9500
2−
5282 + 0
2
∆̅𝑃𝑖 = 9269𝑝𝑠𝑖
DAEVIN DEV PEGN 361 PROJECT 2
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14. Change In Average Pressure In Tubing, ∆̅𝑃𝑜
∆̅𝑃𝑜 = 9018 + 1700
2−
5282 + 0
2
∆̅𝑃𝑜 = 2718𝑝𝑠𝑖
15. Force Due to Piston Effect, F1
𝐹1 = [(8.296 − 6.492) × 3736] − [(8.296 − 4.68) × 9039]
𝐹1 = −25943 𝑙𝑏𝑓
16. Length Change Due To Piston Effect, ∆L1
𝐿1 =−25943 × 12250
30,000,000 × 1.812
𝐿1 = −70.4𝑖𝑛
17. Length Change Due To Buckling Effect, ∆L2
𝐿2 = −1.74552 × 8.2962 × (9039 − 3736)2
8 × 30,000,000 × 1.612 × (6.512 + 0.1924 − 0.3232)
𝐿2 = −37.1𝑖𝑛
18. Neutral Point Of Tension & Compression, n
𝑛 = (12250 × 12) −8.296 × (14321 − 9018)
(6.512 + 0.1924 − 0.3232)
𝑛 = 39961𝑖𝑛
19. Adjusted Length Change Due To Buckling, ∆L2 Adj
𝑆𝑖𝑛𝑐𝑒 𝑛 𝑖𝑠 𝑛𝑜𝑡 𝑙𝑒𝑠𝑠 𝑡ℎ𝑎𝑛 0 𝑜𝑟 𝑔𝑟𝑒𝑎𝑡𝑒𝑟 𝑡ℎ𝑎𝑛 𝐿, ∆𝐿2 𝑎𝑑𝑗𝑢𝑠𝑡𝑒𝑑 = ∆𝐿2
∆𝐿2 𝑎𝑑𝑗𝑢𝑠𝑡𝑒𝑑 = −37.1𝑖𝑛
20. Force Due to Ballooning Effect, F3
𝐹3 = 2 × 0.3 × (2718 × 6.492 − 9269 × 4.68)
𝐹3 = −15440𝑙𝑏𝑓
21. Length Change Due To Ballooning Effect, ∆L3
∆𝐿3 = (2 × 0.3 × 12250 × 12
30,000,000) × [
1.178 × 2718 − 9269
1.1782 − 1]
∆𝐿3 = −41.9𝑖𝑛
22. Force Due To Temperature Effect, F4
𝐹4 = 207 × 1.812 × −62.5
𝐹4 = −23443𝑙𝑏𝑓
DAEVIN DEV PEGN 361 PROJECT 2
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23. Length Change Due To Temperature, ∆L4
∆𝐿4 = 6.9 × 10−6 × 12250 × −62.5 × 12
∆𝐿4 = −63.4𝑖𝑛
24. Total Force, Fp
𝐹𝑝 = −25943.3 − 15440 + 10000 − 23443
𝐹𝑝 = −54825.9𝑙𝑏𝑓
25. Length Change Due To Slackoff Effect, ∆Lm
∆𝐿𝑚 = (10,000 × 12250
30,000,000 × 1.812) + (
1.74552 × 10,0002
8 × 30,000,000 × 1.612 × (6.512
+ 0.1924 − 0.3232))
∆𝐿𝑚 = −29.1𝑖𝑛
26. Total Length Movement, Lp
𝐿𝑝 = −70.4 − 37.1 − 41.9 + 29.1 − 63.4
𝐿𝑝 = −183.8𝑖𝑛
27. Actual Force At Packer, Fa
𝐹𝑎 = [(8.296 − 4.68) × 9039] − [(8.296 − 6.492) × 3736]
𝐹𝑎 = 35514𝑙𝑏𝑓
28. Top Joint Tension, Ftgs
𝐹𝑡𝑔𝑠 = 35514 − 54825.9 + 10000
𝐹𝑡𝑔𝑠 = 60638.2 𝑙𝑏𝑓
29. Outer Wall Stress For Slack-Off Weight, So
𝑆𝑜 =10,000
1.812+
2.875 × 1.7455 × 10000
4 × 1.612
𝑆𝑜 = 13306.7𝑝𝑠𝑖
30. Axial Stress, σa
𝜎𝑎 =35514
1.812
𝜎𝑎 = 19599.1𝑝𝑠𝑖
DAEVIN DEV PEGN 361 PROJECT 2
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31. σb
𝜎𝑏 = 2.875 × 1.7455 × 8.296 × (9039 − 3736)
4 × 1.612
𝜎𝑏 = 34275𝑝𝑠𝑖
32. Inner Tubing Wall Stress, σi
𝜎𝑖 = √3 × [1.1782(14321 − 9018)
1.1782 − 1]
2
+ [14321 − 1.1782 × 9018
1.1782 − 1+ 19599 +
34275
1.178]
2
𝜎𝑖 = 62689𝑝𝑠𝑖
33. Outer Tubing Wall Stress, σo
𝜎𝑜 = √3 × [(14321 − 9018)
1.1782 − 1]
2
+ [14321 − 1.1782 × 9018
1.1782 − 1+ 19599 + 34275]
2
𝜎𝑜 = 63155𝑝𝑠𝑖