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Solvents
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Solvents
• Uses
• Types and Selection
• Application
• Handling
• Disposal
8/25/2015 1 George E. King Engineering
GEKEngineering.com
Solvent Types
• Checks:
– Flash point (safety issues for pumping)
– Solubility of damage in solvent
– Stability of solvent
– Seal stability in solvent
– Disposal ease
8/25/2015 2 George E. King Engineering
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Solvent Types and Uses
• Xylene – removes most wax, asphaltene, sludges
• Toluene, same uses as xylene, but has lower flash point and harder on seals.
• Lemonol – may be a passable xylene substitute, safer, but test on the deposit at well conditions.
• Kerosene – removes wax, some sludges
• Crude oil – removes some wax, but generally poor response or very slow
• #2 diesel – not recommended unless filtered to 5 microns with beta of 1000.
8/25/2015 3 George E. King Engineering
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First Treatment
BP
Begin pumping xylene @ 3bpm
Pumping xylene @ 7 bpm
Slowdown pump & swap to diesel tank. Begin pumping diesel @ 8 bpm
Note: Pressure increasing on wellhead @ ~8,000 gals of ???
Completed pumping diesel @ 8 bpm
SD and begin flushing of equipment.
Start breaking over @ 8 bpm
8/25/2015 4 George E. King Engineering
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Second Treatment
BP
A-5
3500
4000
4500
5000
5500
6000
6500
7000
1/15/06 14:30 1/15/06 15:00 1/15/06 15:30 1/15/06 16:00 1/15/06 16:30 1/15/06 17:00 1/15/06 17:30
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
BHP
BPM
start xylenestart diesel
xylene at perfs
8/25/2015 5 George E. King Engineering
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Solvents, Instead of Acids
• use for removal of:
– Sludges – best solvent depends on composition
– Emulsions – solvent depends on composition
– Paraffins - xylene, kerosene, condensates, some oils
– Asphaltenes – xylene, toluene, lemonol – dispersants
• Poorest solvents? - #2 diesel (loaded with wax) and dead crude oils (asphaltic growth issues and wax loadings)
8/25/2015 6 George E. King Engineering
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Solvent Volumes
• paraffin removal
– 10 to 15 gal/ft of affected zone.
• asphaltene removal
– 10 to 25 gal/ft - and this won’t dissolve much!
– 100 grams of xylene dissolves 9 grams of asphaltenes
8/25/2015 7 George E. King Engineering
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0
1000
2000
3000
4000
5000
6000
7000
8000
0 1000 2000 3000 4000 5000
Bott
om
Ho
le P
ress
ure
(p
sig
)
Total Liquid Rate (stbf/d)
1 - Hydraulics Base
2 - PRSS 770.000
3 - PRSS 1050.000
1 - IPR Base
2 - SKN 2.000
3 - SKN 16.000
Boqueron 02
Reservoir Data
Pressure = 7100
kh = 1092.0
Skin = 16.00
Boqueron 02 (13march01)
Density = 4.000
Perf Diam = 0.50
Penetration = 8.00
Rate vs. Pressure
27-Mar-01 11:42:54
Depth (MD) = 17276
WHPres (psia) = 770
Tubing I.D. = 2.750 (s1)
Before:
Oil: 2200 bopd
WHP: 770 psiBHFP: 3660 psi
Skin: 16
After:Oil: 3100 bopd
WHP: 1050 psi
BHFP: 5000 psiSkin: 2
Oil(bopd) GOR(scf/bbl) WHP(psi) BHFP(psi) WHT(°F) H2S(ppm) GAS(mmscfd) APIGrav SepPress(psi)
Before 2200 2080 770 3660 187 10 4.3 31.5 420
After 3200 1830 1050 5100 198 10 5,92 31.3 200
?
Boqueron Field in Maturín - Venezuela Source – Jose Soto
Example of
a solvent
job.
8/25/2015 8 George E. King Engineering
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Event Oil(bopd) GOR(scf/bbl) WHP(psi) BHFP(psi) WHT(°F) H2S(ppm) GAS(mmscfd) APIGrav SepPress(psi)
Before 2200 1950 770 3660 195 10 4.3 31.4 420
After 3100 1950 1050 5000 195 10 5.92 31.4 420
With correction of Separator pressure, the data becomes:
Treatment Summary
100 gal per foot perforated of 100% Xylene -> Total: 21,000 gals Soak time: 6 hours
Injection rate: 1,1 bpm w/ CT annulus pressure: 2000 psi.
Calculated Xylene penetration with 10% porosity @ 6,5 ft.
Estimated Cost Real Cost
$ 255,000 $ 191,500 8/25/2015 9
George E. King Engineering GEKEngineering.com
Problems with Solvents
• rubber/elastomer seal deterioration
• density problems (hard to get to and hold on bottom)
• getting reasonably pure solvents – ie., xylene b.p. is 138-144 C
– naphta not nearly as good
– just what is a xylene bottom? – no real definition
8/25/2015 10 George E. King Engineering
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Solvent migration through a standing brine column
• Xylene will come back to surface fast (fast or faster than gas?)
• Migrates at 5 - 10,000 feet per hour in seawater.
• If you're soaking a pill on bottom, it won't stay there long.
8/25/2015 11 George E. King Engineering
GEKEngineering.com