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PETE 411
Well Drilling
Lesson 20
Abnormal Pressure
2
Abnormal Pressure
 Normal Pore Pressures
 Abnormal Pore Pressure Gradients
 Fracture Gradients
 Mud Weights
 Casing Seat Depths
 What Causes Abnormal Pressure?
 Detection of Abnormal Pressure
 Quantification of Abnormal Pressure
3
HW #11
Slip Velocity
Due 10-28-02
Read:
Applied Drilling Engineering, Ch. 6
4
Abnormal
Pressure
Gradients
Normal Pressure Gradients
West Texas: 0.433 psi/ft
Gulf Coast: 0.465 psi/ft
Normal and Abnormal Pore Pressure
Pore Pressure, psig
Depth,
ft
10,000’ ? ?
5
Pore Pressure vs. Depth
0
5,000
10,000
15,000
5 10 15 20
Pore Pressure, lb/gal equivalent
Depth,
ft
Normal Abormal
Density of mud required to control this pore pressure
0.433 psi/ft 8.33 lb/gal
0.465 psi/ft 9.00 lb/gal
6
Pore Pressure
Gradient
Fracture Gradient
7
* Pore
Pressure
Gradients
* Fracture
Gradients
•Casing
Setting
Depths
8
Some Causes of Abnormal Pressure
1. Incomplete compaction of sediments
 Fluids in sediments have not
escaped and help support the
overburden.
2. Tectonic movements
 Uplift
 Faulting
9
Some Causes of Abnormal Pressure
3. Aquifers in Mountainous Regions
 Aquifer recharge is at higher
elevation than drilling rig location.
4. Charged shallow reservoirs due to
nearby underground blowout.
5. Large structures...
10
HIGH PRESSURE
NORMAL PRESSURE
Thick, impermeable layers of shale (or salt) restrict the movement
of water. Below such layers abnormal pressure may be found.
11
HIGH PRESSURE
NORMAL PRESSURE
Hydrostatic pressure gradient is lower in gas or oil than in water.
12
When crossing faults it is possible to go from normal
pressure to abnormally high pressure in a short interval.
13
Well “A” found only Normal Pressure ...
14
sOB = p + sZ
sob
p sz
15
?
16
Abnormal Pressure cont’d
 Detection of Abnormal Pore Pressures
 Prediction of Abnormal Pore Pressures
 D-Exponent
 DC-Exponent
 Example
 Importance of Shale Density
17
Indications of Abnormal Pore Pressures
Methods:
1. Seismic data
2. Drilling rate
3. Sloughing shale
4. Gas units in mud
5. Shale density
6. Chloride content
18
Indications of Abnormal Pore Pressures
Methods, cont’d:
7. Change in Mud properties
8. Temperature of Mud Returns
9. Bentonite content in shale
10. Paleo information
11. Wire-line logs
12. MWD-LWD
19
Prediction and Detection of Abnormal
Pressure Zones
1. Before drilling
 Shallow seismic surveys
 Deep seismic surveys
 Comparison with nearby wells
20
Prediction and Detection of Abnormal
Pressure Zones
2. While drilling
 Drilling rate, gas in mud, etc. etc.
 D - Exponent
 DC - Exponent
 MWD - LWD
 Density of shale (cuttings)
21
Prediction and Detection of Abnormal
Pressure Zones
3. After drilling
 Resistivity log
 Conductivity log
 Sonic log
 Density log
22
. – . S
D
000085
.
0
e
41
.
0 


23
24
Decreasing ROP
What is d-
exponent?
25
D - Exponent
The
drilling rate
equation:
Where
R = drilling rate, ft/hr
K = drillability constant
N = rotary speed, RPM
E = rotary speed expon.
W = bit weight, lbs
DB = bit diameter, in
D = bit wt. Exponent
or D - exponent
D
B
E
D
W
N
K
R 








26
D - Exponent
If we assume that K = 1
and E = 1
Then
D
B
E
D
W
N
K
R 























B
D
W
log
N
R
log
D
D
B
D
W
N
R









27
D - Exponent
A modified version of this equation
follows:

















B
6
D
10
W
12
log
N
60
R
log
d
28
Example
Calculate the value of the d - exponent if
the drilling rate is 35 ft/hr, the rotary RPM is
100, and the weight on the 12 1/4” bit is
60,000 lbs.

















B
6
D
10
W
12
log
N
60
R
log
d
2308
.
1
2341
.
2
25
.
12
10
000
,
60
*
12
log
100
*
60
35
log
6




















d = 1.82
29
Example
What happens to d if R doubles to 70 ft/hr?
Note that an increase in R resulted in a decrease in d.
Doubling R decreased d from 1.82 to 1.57
57
.
1
2308
.
1
9331
.
1
25
.
12
10
000
,
60
*
12
log
100
*
60
70
log
d
6





















30
Example
d may be Corrected for density as
follows









)
ppg
(
use
in
weight
mud
actual
)
ppg
(
gradient
normal
for
weight
mud
d
dc
37
.
1
12
9
*
82
.
1
12
9
d
d
.,
g
.
e c 














31
Example 2
Calculate “d” if: R = 20 ft/hr
N = 100 RPM
W = 25,000 lbf
DB = 9 7/8 in

















875
.
9
*
10
000
,
25
*
12
log
100
*
60
20
log
6

















B
6
D
10
W
12
log
N
60
R
log
d
d = 1.63
32
Example 2
If the normal pore pressure gradient in the
area is 0.433 psi/ft, and the actual mud
weight is 11.2 #/gal, what is “dc”?
















2
.
11
33
.
8
*
63
.
1
)
ppg
(
weight
mud
actual
)
ppg
(
gradient
normal
d
dc
dc = 1.21
33
34
Procedure for Determining Pore
Pressure From dc - Exponent
 Calculate dc over 10-30 ft intervals
 Plot dc vs depth (use only date from
Clean shale sections)
 Determine the normal line for the
dc vs. depth plot.
 Establish where dc deviates from the
normal line to determine abnormal
pressure zone
35
Procedure for Determining Pore
Pressure From dc - Exponent
dc - Exponent
Depth
Normal
Abnormal
36
Procedure for Determining Pore
Pressure From dc - Exponent
 If possible, quantify the magnitude of the
abnormal pore pressure using
overlays, or Ben Eaton’s Method
Pore
Pressure
Grad.
Overburden
Stress Grad.
Normal Pore
Pressure Grad.
2
.
1
c
c
n normal
d
calculated
d
D
P
D
S
D
S
D
P

























37
In normally pressured
shales, shale
compaction increases
with depth
38
Shale Density - Mud Cup Method
1. Fill mud cup with shale until the weight is 8.33.
2. Fill to top with water, and record the reading Wtot.
Note: Dry sample carefully with towel.
Do not apply heat.
tot
W
66
.
16
33
.
8
Gravity
.
Spec


39
Alternate Method: Use variable density column.
See p. 270 in text
40
Pore Pressure from
Resistivity
Shale resistivity plots
may be developed
from (i) logs or
(ii) cuttings
What is the pore
pressure at the point
indicated on the plot?
[Assume Gulf Coast].
Depth=10,000 ft
0.2 0.5 1 2 3
10,000’
41
From plot, Rn = 1.55 ohms
Robs = 0.80 ohms
From Eaton:
EATON
2
.
1
n
obs
n R
R
D
P
D
S
D
S
D
P

























 
2
.
1
55
.
1
80
.
0
465
.
0
95
.
0
95
.
0
D
P









= 0.7307 psi/ft = 14.05 lb/gal
P = 0.7307 * 10,000 = 7,307 psi
0.2 0.5 1 2 3
10,000’
Dep
th

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tech-drilling-Abnormal Press..ppt Abnormal Press

  • 1. 1 PETE 411 Well Drilling Lesson 20 Abnormal Pressure
  • 2. 2 Abnormal Pressure  Normal Pore Pressures  Abnormal Pore Pressure Gradients  Fracture Gradients  Mud Weights  Casing Seat Depths  What Causes Abnormal Pressure?  Detection of Abnormal Pressure  Quantification of Abnormal Pressure
  • 3. 3 HW #11 Slip Velocity Due 10-28-02 Read: Applied Drilling Engineering, Ch. 6
  • 4. 4 Abnormal Pressure Gradients Normal Pressure Gradients West Texas: 0.433 psi/ft Gulf Coast: 0.465 psi/ft Normal and Abnormal Pore Pressure Pore Pressure, psig Depth, ft 10,000’ ? ?
  • 5. 5 Pore Pressure vs. Depth 0 5,000 10,000 15,000 5 10 15 20 Pore Pressure, lb/gal equivalent Depth, ft Normal Abormal Density of mud required to control this pore pressure 0.433 psi/ft 8.33 lb/gal 0.465 psi/ft 9.00 lb/gal
  • 8. 8 Some Causes of Abnormal Pressure 1. Incomplete compaction of sediments  Fluids in sediments have not escaped and help support the overburden. 2. Tectonic movements  Uplift  Faulting
  • 9. 9 Some Causes of Abnormal Pressure 3. Aquifers in Mountainous Regions  Aquifer recharge is at higher elevation than drilling rig location. 4. Charged shallow reservoirs due to nearby underground blowout. 5. Large structures...
  • 10. 10 HIGH PRESSURE NORMAL PRESSURE Thick, impermeable layers of shale (or salt) restrict the movement of water. Below such layers abnormal pressure may be found.
  • 11. 11 HIGH PRESSURE NORMAL PRESSURE Hydrostatic pressure gradient is lower in gas or oil than in water.
  • 12. 12 When crossing faults it is possible to go from normal pressure to abnormally high pressure in a short interval.
  • 13. 13 Well “A” found only Normal Pressure ...
  • 14. 14 sOB = p + sZ sob p sz
  • 15. 15 ?
  • 16. 16 Abnormal Pressure cont’d  Detection of Abnormal Pore Pressures  Prediction of Abnormal Pore Pressures  D-Exponent  DC-Exponent  Example  Importance of Shale Density
  • 17. 17 Indications of Abnormal Pore Pressures Methods: 1. Seismic data 2. Drilling rate 3. Sloughing shale 4. Gas units in mud 5. Shale density 6. Chloride content
  • 18. 18 Indications of Abnormal Pore Pressures Methods, cont’d: 7. Change in Mud properties 8. Temperature of Mud Returns 9. Bentonite content in shale 10. Paleo information 11. Wire-line logs 12. MWD-LWD
  • 19. 19 Prediction and Detection of Abnormal Pressure Zones 1. Before drilling  Shallow seismic surveys  Deep seismic surveys  Comparison with nearby wells
  • 20. 20 Prediction and Detection of Abnormal Pressure Zones 2. While drilling  Drilling rate, gas in mud, etc. etc.  D - Exponent  DC - Exponent  MWD - LWD  Density of shale (cuttings)
  • 21. 21 Prediction and Detection of Abnormal Pressure Zones 3. After drilling  Resistivity log  Conductivity log  Sonic log  Density log
  • 22. 22 . – . S D 000085 . 0 e 41 . 0   
  • 23. 23
  • 25. 25 D - Exponent The drilling rate equation: Where R = drilling rate, ft/hr K = drillability constant N = rotary speed, RPM E = rotary speed expon. W = bit weight, lbs DB = bit diameter, in D = bit wt. Exponent or D - exponent D B E D W N K R         
  • 26. 26 D - Exponent If we assume that K = 1 and E = 1 Then D B E D W N K R                         B D W log N R log D D B D W N R         
  • 27. 27 D - Exponent A modified version of this equation follows:                  B 6 D 10 W 12 log N 60 R log d
  • 28. 28 Example Calculate the value of the d - exponent if the drilling rate is 35 ft/hr, the rotary RPM is 100, and the weight on the 12 1/4” bit is 60,000 lbs.                  B 6 D 10 W 12 log N 60 R log d 2308 . 1 2341 . 2 25 . 12 10 000 , 60 * 12 log 100 * 60 35 log 6                     d = 1.82
  • 29. 29 Example What happens to d if R doubles to 70 ft/hr? Note that an increase in R resulted in a decrease in d. Doubling R decreased d from 1.82 to 1.57 57 . 1 2308 . 1 9331 . 1 25 . 12 10 000 , 60 * 12 log 100 * 60 70 log d 6                     
  • 30. 30 Example d may be Corrected for density as follows          ) ppg ( use in weight mud actual ) ppg ( gradient normal for weight mud d dc 37 . 1 12 9 * 82 . 1 12 9 d d ., g . e c               
  • 31. 31 Example 2 Calculate “d” if: R = 20 ft/hr N = 100 RPM W = 25,000 lbf DB = 9 7/8 in                  875 . 9 * 10 000 , 25 * 12 log 100 * 60 20 log 6                  B 6 D 10 W 12 log N 60 R log d d = 1.63
  • 32. 32 Example 2 If the normal pore pressure gradient in the area is 0.433 psi/ft, and the actual mud weight is 11.2 #/gal, what is “dc”?                 2 . 11 33 . 8 * 63 . 1 ) ppg ( weight mud actual ) ppg ( gradient normal d dc dc = 1.21
  • 33. 33
  • 34. 34 Procedure for Determining Pore Pressure From dc - Exponent  Calculate dc over 10-30 ft intervals  Plot dc vs depth (use only date from Clean shale sections)  Determine the normal line for the dc vs. depth plot.  Establish where dc deviates from the normal line to determine abnormal pressure zone
  • 35. 35 Procedure for Determining Pore Pressure From dc - Exponent dc - Exponent Depth Normal Abnormal
  • 36. 36 Procedure for Determining Pore Pressure From dc - Exponent  If possible, quantify the magnitude of the abnormal pore pressure using overlays, or Ben Eaton’s Method Pore Pressure Grad. Overburden Stress Grad. Normal Pore Pressure Grad. 2 . 1 c c n normal d calculated d D P D S D S D P                         
  • 37. 37 In normally pressured shales, shale compaction increases with depth
  • 38. 38 Shale Density - Mud Cup Method 1. Fill mud cup with shale until the weight is 8.33. 2. Fill to top with water, and record the reading Wtot. Note: Dry sample carefully with towel. Do not apply heat. tot W 66 . 16 33 . 8 Gravity . Spec  
  • 39. 39 Alternate Method: Use variable density column. See p. 270 in text
  • 40. 40 Pore Pressure from Resistivity Shale resistivity plots may be developed from (i) logs or (ii) cuttings What is the pore pressure at the point indicated on the plot? [Assume Gulf Coast]. Depth=10,000 ft 0.2 0.5 1 2 3 10,000’
  • 41. 41 From plot, Rn = 1.55 ohms Robs = 0.80 ohms From Eaton: EATON 2 . 1 n obs n R R D P D S D S D P                            2 . 1 55 . 1 80 . 0 465 . 0 95 . 0 95 . 0 D P          = 0.7307 psi/ft = 14.05 lb/gal P = 0.7307 * 10,000 = 7,307 psi 0.2 0.5 1 2 3 10,000’ Dep th