Hydraulic Fracturing design
Short Description
Hydraulic fracturing was introduced first in the Hugoton gas field in western Kansas in 1947. Fracturing techniques were...
Description
Tripoli University PETROLEUM SEMINAR FOR
Hydraulic fracturing
CONTENT
Introduction The objective of the hydraulic fracturing Fracture Mechanism Fracture Orientation Fracturing fluids Types of Hydraulic Fracturing Fluids Modeling of Hydraulic Fracturing Example problem References
Introduction
Hydraulic fracture can be defined as process of creating a fracturing in a porous medium by injecting a fluid under pressure through a well bore in order to overcome native stresses and to cause material failure of the porous medium.
Hydraulic fracturing was introduced first in the Hugoton gas field in western Kansas in 1947. Fracturing techniques were developed in 1948 and the first commercial fracturing treatments were conduced in 1949. And the within a very few years thousands of wells per year were being stimulation by hydraulic fracturing treatment.
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Nature of hydr hydraulic aulic fracturing is a process applied to improve the ability of hydrocarbon fluids to flow to the hole and be recovered. Hydraulic fracturing has been and will remain one of the primary engineering tools for improving well productivity in old and new wells. Frac Fracturing turing has been used in some types of the formation such as sandstone and carbonates.
The objective of the hydraulic fracturing: There are many different applications for hydraulic fracturing, such as : Increase the flow rate of oil and/or gas from low permeability reservoir. Increase the flow rate of oil and/or gas from wells that have been damaged. Connect the natural fractures and/or cleats in a formation to the well bore. Decrease the pressure drop around the well to minimize sand production.
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Decrease the pressure drop around the well to minimize problems with asphaltine and/or paraffin deposition. 6. Increase the area of drainage or the amount of formation in contact with the well bore. 7. Connect the full vertical extent of a reservoir to a slanted or horizontal well. 5.
Fracture Mechanism
Fracture Mechanism can be divided into two steps:
1.
Fracture Initiation.
2.
Fracture Extension.
In-situ stress Underground
formation are confined and under stress. Figure.1 illustrates the local stress state at depth for an element of formation. The stresses can be divided into 3 principal stresses. In Figure. 1, σz is the vertical stress, σx is the maximum horizontal stress, while σy is the minimum horizontal stress
σ
z
G D ob
Where: z = Over burden stress, psi. Gob = Overburden gradient, psi/ft. D = Depth, ft.
Fracture Orientation
A hydraulic fracture will propagate perpendicular to the least principle stress Figure. (2).
As a rule of thumb, if the fracture gradient is less than 0.8 psi/ft, the fracture will be vertical. If the fracture gradient is greater than 1.0 psi/ft, the fracture will be horizontal.
Horizontal
fractures
A vertical fracture
Fracturing fluids
To select the proper fluid for a specific well it is necessary to understand the properties of fluids. The fluid design must be considered these characteristics:
Low leak off rate . 2. The ability of the fluid to carry the propping agent . 3. Friction loss . 4. Fluid viscosity. 1.
Types of Hydraulic Fracturing Fluids 1) 2)
3) 4) 5)
Water-Base fluids . Oil-base fluids: Napalm gels ,viscous refined oil and lease crude oils Acid based fluids . Foams . Emulsions .
Propping agents
Propping agents are required to (prop-open) the fracture once the pumps are shut down and the fracture begins to close. The ideal propping agent will be strong, resistant to crushing, resistant to corrosion, have a low density, and readily available at low cost. The products that best meet these desired traits are silica sand, resin-coated sand, and ceramic proppant.
Modeling of the hydraulic fracturing
The first fracture treatments were pumped just to see if a fracture could be created and if sand could be pumped into the fracture. In 1955, Howard and Fast published the first mathematical model that an engineer could use to design a fracture treatment. 2D fracture model: The Howard and Fast model was a twodimensional (2D) model. In the following years, other 2D models were published. When using a 2D model, the engineer fixes one of the dimensions (normally the fracture height), then calculates the width and length of the fracture.
This Figure is shows the PKN geometry and its normally used when the fracture length is much greater than the fracture height.
The KGD geometry is used if the length of fracture is less than the height.
3D fracture model Pseudo three-dimensional (P-3D). Planar three-dimensional (PL-3D). Fully three-dimensional (3D).
Example
We will select KGD model to explain to the design of hydraulic fracture. A fracturing treatment is intended to be conducted in an oil well completed in a tight limestone formation in order to increase the oil production rate from the well from 200 BPD to 600 BPD. Given the following information
DEPTH.
12,000 FT
Formation thickness
80 ft
Minimum horizontal stress
4185 psi
Over burden pressure gradient
1.1 psi/ft
Fracturing angle
30 degree
Reservoir oil compressibility
11×10-6 psi-1
Reservoir water compressibility
2 ×10-6 psi-1
Reservoir gas compressibility
5.30×10-4 psi-1
Gas saturation
0%
Oil saturation
75 %
Gas gravity
0.890
Oil formation volume factor
1.17 resbbl/STB
Connate water saturation
25%
Formation porosity
25 %
Poisson's ratio
0.2
Fracturing fluid viscosity
6 cp
Fracturing fluid density (versa Gel)
12 ppg
Frictional pressure gradient inside tubing
0.1501 psi/ft
AVERAGE RESERVOIR PRESSURE (BHSP)
4000 PSI
Reservoir fluids viscosity
2 cp
Area of filter medium
45 cm2
Slop of fluid loss curve at lab
1.5 cm/min
Filtration pressure at lab
100 psi
Yong's modulus
3×107
Casing outer diameter
9.6250 in
Casing inner diameter
8.6810 in
Well bore radius
0.292 in
Drainage radius
745 ft
Proppant size and type (Z-proppant)
20/40 mesh
Porosity of packed proppant
35 %
Specific gravity of proppant
2.63
Bottom hole flowing pressure before fracturing
1200 psi
Biot constant
0.8
Initiation shear stress
650 psi
Fracturing fluid spurt loss
0.010 gal/ft2
Tubing outer diameter
3.5 in
Tubing inner diameter
2.9910 in
1/2
Assume that: hf = h , qi =30 bbl/min ,Vi = 900 bbls Calculate: 1. The formation fracturing pressure. 2. The effective fracturing fluid coefficient. 3. The fracture volume. 4. The fracture efficiency. 5. The concentration of proppant in the fracturing fluid. 6. Well head injection pressure. 7. The well productivity ratio. 8. The bottom hole flowing pressure after fracturing. 9. The oil flow rate after fracturing
Calculation of fracturing pressure (pf ): Pob (δz) = Gob X D = 1.1 X 1200 = 12,300Psi
f P
ν 2 p δ P z 1 ν 1 2ν 2 α ν 1
Where: ν = Poisson's ratio. τ ο = Initiation shear stress. α = Biot constant
τ ο
p P
Continue… 0.2 2 13200 - 4000 650 1 0.2 4000 7,750 Psi P f 1 2 0.2 2 0.8 1 0.2
Calculation of fracturing fluid coefficient (CT): C T 1 C ν
1 1 1 Cc Cw
∆P (Closure stress) = Pf -Pres = 7,750 – 4,000 = 3,750 Psi. Viscosity control coefficient, Cν: C ν 0.0469 Where:
k ΔP μ ff
μ ff = Fracturing fluid viscosity
C ν 0.0469
0.005 0.25 3750 6
0.04145 ft / min
Calculate total compressibility Ct: Ct = Sw x Cw + So x Co + Sg x Cg Ct = (0.25 x 2 x 10-6) + (0.75 8. x 11 x 10-6) + (530 x 10-6 x 0.0) Ct = 8.75 x 10-6 Psi -1 Compressibility control of reservoir fluids, Cc: Cc 0.0374 3750
0.005 0.25 8.750 10 6 2
Wall building coefficient, Cw:
0.0164 mact Cw f A
0.01037 ft / min
mact
mlab
mact 1.5
ΔP act ΔP lab
3750 9.186cm / min 100
0.0164 9.186 0.00335 ft / min Cw 45 1 0.00239 ft / min C T 1 1 1 0.04145 0.01037 0.00335
Calculation of fracturing dimension ( L,Wf ) Vi Pumping time t q i
,
t V i 900 30 min qi 30
8 C T π t α π ww 8 S p 0.1856 8 C T π t 8 0.00239 π 30 α π ww 8 S 8 0.01 0.262 ww 0.0107 p π ww 12 7.48
The Fracture length (L): q 5.615 π p i e L ww 8 S 2 12 7.48 64 π h f C T
α
2
.erfc( ) 2 α 1 π
2 π 30 5.615 8 0.01 2 α α e .erfc( ) w L w 1 2 7.48 π 64 π 80 0.00239 12
α 2 L 2571 0.262 ww 0.011 e .erfc( )
The Fracture area (A): A = 4 x L x hf = 4 x 80 x L = 320 x L. A A A AQ 2 q 2 3 0 5.615 336 .9 i
Assume ww, Calculate: L, A, AQ.
2α
1 π
Assume
ww, Calculate: L, A, AQ.
W W ASSUM E
CAL.
0.05
7.798
0.2
α 2 2 α 1 e .erfc ( α) π
L CAL.
A CAL.
AQ CAL.
7.87087
334
110,080
327
2.941
2.50205
290
92,800
275
0.4
1.607
1.11824
237
75,840
225
0.6
1.105
0.64740
199
63,680
189
0.8
0.842
0.42495
172
55,040
163
1.0
0.681
0.30190
151
48,320
143
α
Calculate Fracture width ( ww ). ww
2 μ ff q L i 0.350 ' h f E
1
E ' E 2 1 ν
3 107 E ' 2 1 0 . 2
3.125 107 Psi
4
1
2 4 40 15 L ww 0.350 7 1.099 10 95
Assume L/re, Calculate: A, AQ, ww : L= L/re x re = L/re x 745 A = 4 x L x hf = 4 x 80 x L = 320 x L A A A AQ 2 qi 2 3 0 5.615 336.9 L/r e Assume
L Cal.
ww Cal.
A Cal.
AQ Cal.
0.2
149
0.069
47,680
142
0.4
298
0.099
95,360
283
0.6
447
0.121
143,040
425
0.8
596
0.140
190,720
566
1.0
745
0.156
238,400
708
(in)
300 (Min/ft)
Plotted (ww vs. AQ) on Log-Log scale. The intercept of two lines given solution: ww= 0.1 in , AQ = 300 min / ft From AQ equation: A → A=AQ AQ 2 qi
x 2 x qi x 5.615
A = 300 x 2 x 30 x 5.615 = 101,070 ft2 A L 4 h f
=
101,070 4 80 316
ft
The fracturing dimension: (L= 316 ft, ww= 0.1 in).
Calculation of fracture volume (Vf ): π V f L h f ww 2 0.1 π 3 f 316 80 V 330.7 ft 12 2
Calculation of fracture efficiency (Eff ): V f 330.7 100 6.54 % E ff i V 900 5.615
Calculation of proppant weight needed (Wp): p V f 1 ρ V f (1 ) Sp.Gr 62.4 W
W p 330.7 (1 0.35) 2.63 62.4 35277 lbm
Calculation of proppant concentration (Cpp): 35,277 W pp 0.933 i V 900 42
C pp
lbm/gal (ppg)
Calculation of wellhead injection pressure: Pth = Pwh = Pf – ∆Phydrostatic + ∆Pfric + ∆Pperf Corrected fracturing fluid density ( ρmix ): 8.34 12 0.933 8.34 8.34 γ f C pp ρmix. 12.405 1 0.0456 C pp 1 0.0456 0.933
lbm / gal
A)Pf =7,750 Psi. B) ∆Phyd = 0.052 x ρmix x D = 0.052 x 12.405 x12,000 = 7,741 Psi C)∆Pfric= Gfric x D = 0.1501 x 12,000 =1,801 Psi D)∆Pperf = 0.0 Psi → open hole completion. Pth = Pwh = 7750 7741 + 1801 + 0 = 1810 Psi
3
10
Calculation of fracture conductivity (Fc): , Fc = kf x Wf . By using propped fracture permeability curves. From curves; by using closure stress = 3750 Psi & 20/40 mesh. The propped fracture permeability is 160 Darcy.
Kf =
160 x103 md 0.1
F c 160 103
12
π 1,047 md ft 4
Calculation of production increase: Relative conductivity, 0.1 π 160 103 4 5
J f J o
f k f W k e
40 A
40 2225 51
L/re =316 / 745 =0.42 Entering the production increase curves with these values. Obtained the
J 7.13 f J o 0.472 r e ln
3.2
Then,
J f J o
=
3.2 ln 0.472 745 0.929 7.13
2.66
Productivity ratio = 2.66 Construct of IPR curve before fracturing. PI
PI =
3 7.08 10 k h r e Bo ln μ r w
7.08 10 3 5 80 745 2 1.17 ln 0.292
q PI P e P wf
q PI (P e P wf )
=0.154 BPD/Psi
0.154 ( 4,000 P wf )
PWF, ASSUME
Q, (BPD)
4000
0
3,000
154
2,000
308
1,000
462
0
616
Construct tubing intake curve. By using Brown correlation Q
PTH
PWF
800
120
1,390
1,000
160
1,520
2,000
280
2,000
From the intersection of IPR curve with the tubing intake curve TPC. qo optimum before fracturing = 440 BPD Pwf optimum before fracturing = 1200 Psi Construct of IPR curve after fracturing. q f J f J o P e P wf '
qo P e P wf =2.66 q f 440 2.66 4000 P wf ' 4000 1200 PWF' , ASSUME
QF , (BPD)
4000
0
3,000
544
2,000
1,088
1,000
1,632
0
2,176
From IPR curve and tubing intake curve after fracturing qf optimum after fracturing = 1270 BPD. Pwf ' optimum after fracturing =1640 psi.:
1640 1200
440
1270
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