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Drilling Engineering 2 Course (2nd Ed.)
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General Notes
Pore Pressure Prediction
Abnormal vs. normal Pressure
Fracture Gradient determination
Introduction
The knowledge of the formations to penetrate,
their strength properties as well as their behaviour
when in contact with various drilling fluids is
essential to properly plan and complete a
successful drilling project. Parameters like pore
pressure and formation strength determine aspects
like:
Choice of mud weight profile,
Determination of casing setting depths,
Design of optimal casing strings,
Selection of the drill bit,
Cementing additives and procedures.
Spring14 H. AlamiNia

Drilling Engineering 2 Course (2nd Ed.)

4
pressures as gradients
The way how the formations react to drilling mud
influences the selection of mud additives, borehole
stability and therefore well control aspects.
Within drilling, it is common to express pressures
as gradients.
With this concept, the hydrostatic pressure can be given
as equivalent density which is independent of the depth
and thus makes its comprehension and correlations of
various concepts easier.

Spring14 H. AlamiNia

Drilling Engineering 2 Course (2nd Ed.)

5
reference depth
On the other hand, when gradients are applied, it
has to be always kept in mind that they are referred
to a specific depth.
Knowing this reference depth is essential to compute
back the corresponding downhole pressures.
Within drilling engineering, the drilling floor or rotary table
(RKB) is the most often used reference depth.
Geologists and geophysicists generally prefer to use their data
in reference to ground floor or mean sea level (MSL).

Spring14 H. AlamiNia

Drilling Engineering 2 Course (2nd Ed.)

6
Geology Prediction
Normally when a well is to be drilled, the drilling
engineer is supplied from the geology department (or
the geologist within the project team) with a sequence
of predicted subsurface formations, their characteristics
and markers, as well as knowledge about where special
care has to be taken.
Geologists draw this information from studying
the local geology (deposition history),
seismic mappings (2D or 3D surveys) and
perform well to well correlations (geological maps).

Whenever new information is gained (due to drilling
and evaluation of a new well or further geophysical
measurements) these maps are updated.
Spring14 H. AlamiNia

Drilling Engineering 2 Course (2nd Ed.)

7
Typical geological profile
to plan a well

Typical geological profile

Spring14 H. AlamiNia

Seismic record to determine the subsurface structure

Drilling Engineering 2 Course (2nd Ed.)

8
local subsurface pressure regimes
To understand the local subsurface pressure
regimes, the geologic processes along with the
depositional history and tectonic abnormalities
have to be studied.
When the well is located within shallow sediments
that were laid down slowly within a deltaic
depositional environment, the subsurface
formation pressures can be assumed to be
hydrostatic.

Spring14 H. AlamiNia

Drilling Engineering 2 Course (2nd Ed.)

10
Hydrostatic Pressure
By definition, a hydrostatic pressure is developed
due to the own weight of a fluid at a certain depth.
This relationship is expressed as:
 𝑝 = 𝜌. 𝑔. ℎ = 9.81. 𝜌. ℎ

Or in field units:
𝑝 = 0.052. 𝜌 𝑓𝑙 . 𝐷
where:
•
•
•
•
•
•

𝜌 𝑓𝑙 [ppg]
𝜌 [kg/m3]
D [ft]
h [m]
p [psi]
g [m/s2]

Spring14 H. AlamiNia

density of the fluid causing hydrostatic pressure
average fluid density
depth at which hydrostatic pressure occurs (TVD)
vertical height of column of liquid
hydrostatic pressure
acceleration due to gravity

Drilling Engineering 2 Course (2nd Ed.)

11
hydrostatically pressured formation
When the weight of the solid particles buried are
supported by grain-to-grain contacts and the
particles buried water has free hydraulic contact to
the surface, the formation is considered as
hydrostatically pressured.
As it can be seen, the formation pressure, when
hydrostatically pressured, depends only on
the density of the formation fluid (usually in the range of
1.00 [g/cm3] to 1.08 [g/cm3]) and
the depth in TVD.

Spring14 H. AlamiNia

Drilling Engineering 2 Course (2nd Ed.)

12
overburden stress
When the burial depth
increases, the overlaying
pressure (overburden stress)
increases.
This decreases the pore space
between the grains and thus the
porosity of the formation.

The overburden stress can be
calculated assuming an average
bulk density ρb of the
overlaying formations as:
Porosity profile

Spring14 H. AlamiNia

Drilling Engineering 2 Course (2nd Ed.)

13
average bulk density
The average bulk density is normally found by
integration of the density log readings.
When density logs were not run
(e.g. at shallow formations),
sonic log correlation methods,
together with lithology and
mineralogical evaluations are applied to determine 𝜌 𝑏

During burial of the sediments, formation water is
constantly expelled due to the reduction of
formation porosity, as see in next slide.
Spring14 H. AlamiNia

Drilling Engineering 2 Course (2nd Ed.)

14
Volume of fluid expelled during
compaction of an argillaceous
sediment

Spring14 H. AlamiNia

Drilling Engineering 2 Course (2nd Ed.)

15
abnormally pressured
As long as formation water can be expelled, the
formations are hydrostatic (or normally) pressured.
When drilling a well, formations
are often encountered that are under
a different pressure regime.
These formations are named to be
“abnormally pressured”.
Abnormal pressures can be positive
• (actual formation pressures are higher than hydrostatic pressure)

 or negative “subnormal pressure”
• (actual formation pressures are lower than hydrostatic pressure).

Spring14 H. AlamiNia

Drilling Engineering 2 Course (2nd Ed.)

16
Abnormally Mechanisms
Some mechanisms that lead to abnormally pressured
formations are:
 1. Compaction effects,
 2. Aquathermal expansion,
 3. Diagenetic effects,
 4. Differential density effects (Osmosis),
 5. Fluid migration effects,
 6. Evaporite Deposits,
 7. Organic matter transformation,
 8. Tectonics,
 9. Connection to depleted reservoirs,
 10. Others.

From the various effects mentioned above, the compaction
one is considered to be often the governing one.
Spring14 H. AlamiNia

Drilling Engineering 2 Course (2nd Ed.)

17
normally pressured formations
while burying of the sediments,
formation water is expelled
with increasing depth and temperatures
due to reduction in
pore space and diagenesis of the rock materials.

As long as the permeability and the effective
porosity of the rock is high enough so that the
formation water can escape as quickly as the
natural compaction takes place,
the formations are normally pressured.

Spring14 H. AlamiNia

Drilling Engineering 2 Course (2nd Ed.)

20
Modelling vertical Pressures
The (vertical) pressures acting inside formations
can be modelled as:
𝜎 𝑜𝑏 = 𝜎 𝑧 + 𝑝
where:
𝜎 𝑜𝑏 [psi]
𝜎 𝑧
[psi]
connections
p
[psi]

Spring14 H. AlamiNia

overburden stress
vertical stress supported by the grain-to-grain
formation pore pressure

Drilling Engineering 2 Course (2nd Ed.)

21
abnormally pressured formations
When the formation water can not escape
as quickly as the pore space is reduced,
it is trapped inside the formations.
In this scenario, the increasing overburden stress will
pressurize the formation water and the formation will
become abnormally pressured.
In this situation, the porosity of the formation will not follow
the natural compaction trend (porosity at abnormally
pressured formations will be higher than at normally
pressured ones).
Along with the higher porosity, the bulk density as well as the
formation resistivity will be lower at abnormally pressured
formations.
These circumstances are often applied to detect and estimate
the abnormal formation pressures.
Spring14 H. AlamiNia

Drilling Engineering 2 Course (2nd Ed.)

22
formation pore pressures
The actual measurement of formation pore
pressure is very expensive and possible only after
the formations have been drilled.
In this respect, pore pressures have to be estimated
before drilling to properly plan
the mud weights,
casing setting depths,
casing design, etc.

as well as being closely monitored during drilling.

Spring14 H. AlamiNia

Drilling Engineering 2 Course (2nd Ed.)

23
pore pressure estimation
To estimate the pore pressure and most important,
define where abnormal pore pressures are to be
expected,
porosity logs and
seismic measurements are applied most often.

shale formations tend to follow a defined porosity
reduction trend with increasing depth.

When this trend is interrupted, abnormally pressured
formations are to be expected.
The knowledge of its depths are important since they may
lead to a necessary setting of casing and weighting up the
mud system.

The amount of how much the mud weight has to be increased
depends on the amount of abnormal pressure expected and the
contingency of the well.

Spring14 H. AlamiNia

Drilling Engineering 2 Course (2nd Ed.)

24
Abnormal pressure detection
while drilling
When the well is in progress
and abnormal formation
pressures are expected,
various parameters are
observed and cross-plotted.
Some of these while drilling
detection methods are:

 (a) Penetration rate,
 (b) “d” exponent,
 (c) Sigmalog,
 (d) Various drilling rate
normalisations,
 (e) Torque measurements,
 (f) Overpull and drag,
 (g) Hole fill,
 (h) Pit level – differential flow
– pump pressure,

Spring14 H. AlamiNia

 (i) Measurements while
drilling,
 (j) Mud gas,
 (k) Mud density,
 (l) Mud temperature,
 (m) Mud resistivity,
 (n) Lithology,
 (o) Shale density,
 (p) Shale factor (CEC),
 (q) Shape, size and
abundance of cuttings,
 (r) Cuttings gas,
 (s) X-ray diffraction,
 (t) Oil show analyzer,
 (u) Nuclear magnetic
resonance.

Drilling Engineering 2 Course (2nd Ed.)

25
Abnormal pressure evaluation
After an abnormal pressure is detected or the well is
completed, various wireline log measurements are used
to evaluate the amount of overpressures present.
Among the most common ones are:
(a) Resistivity, conductivity log,
(b) Sonic log,
(c) Density log,
(d) Neutron porosity log,
(e) Gamma ray, spectrometer,
(f) Velocity survey or checkshot,
(g) Vertical seismic profile.

With these log measurements trend lines are
established and the amount the values deviate at the
abnormally pressured formations from the trend line
are applied to determine the value of overpressure.
Spring14 H. AlamiNia

Drilling Engineering 2 Course (2nd Ed.)

26
Schematic responses of wireline logs
in an undercompacted zone

Spring14 H. AlamiNia

Drilling Engineering 2 Course (2nd Ed.)

27
Leak-off data
Normally, after a casing is set and cemented, a so
called leak-off test (LOT) is performed.
The main issue of a LOT is to check the strength of
the formation at the casing shoe.
With this knowledge,
the maximum kick pressure allowed that
does not fracture the formation is determined.
It is also the key parameter in
stress modelling and borehole integrity evaluation.

Spring14 H. AlamiNia

Drilling Engineering 2 Course (2nd Ed.)

29
leakoff test
A test to determine the strength or fracture pressure of
the open formation, usually conducted immediately
after drilling below a new casing shoe.
During the test, the well is shut in and
fluid is pumped into the wellbore to gradually
increase the pressure that the formation experiences.
At some pressure, fluid will enter the formation,
or leak off, either moving through permeable paths
in the rock or by creating a space by fracturing the rock.
The results of the leakoff test dictate the maximum
pressure or mud weight that may be applied to the well
during drilling operations.
Spring14 H. AlamiNia

Drilling Engineering 2 Course (2nd Ed.)

30
formation integrity test
Sometimes the LOT test is not continued until leakoff (especially when oil based muds are used) and
the formation is only pressured up until a certain
value.
This test is called formation integrity test (FIT).

In this way, when fracture strength is evaluated, it
is important to distinguish LOT data and FIT data.
The pressure where fractures are initiated is
commonly called leak-off pressure and when
referred to the individual depth, named fracture
gradient.
Spring14 H. AlamiNia

Drilling Engineering 2 Course (2nd Ed.)

31
LOT data set groups
Since casings are often set into competent shale
formations and the LOT are carried out at them,
but on the other hand lost circulation often takes
place in permeable sandstone formations,
the evaluation of LOT data to determine fracture
gradients should be carried out by separating the
data into two groups,
one concerning the competent shale formations with
higher fracture gradients and
a second one for permeable sandstone (coal, chalk, etc.)
formations exhibiting weaker fracture gradients.
Spring14 H. AlamiNia

Drilling Engineering 2 Course (2nd Ed.)

32
Horizontal stresses
When the borehole is vertical, as well as a hydrostatic
stress state is assumed, the LOT values can be
expressed as:
LOT [psi] ... leak-off test value
σa [psi] ... average horizontal stress
Po [psi] ... pore pressure

Since when the LOT is carried out, the pore pressure is
known or measured as well, the horizontal stress can be
evaluated by
The horizontal stress as derived above can also be used
for a correlation when plotted vs. depth.
Spring14 H. AlamiNia

Drilling Engineering 2 Course (2nd Ed.)

33
fracture gradient
The pressure where fractures are initiated is
commonly called leak-off pressure and
when referred to the individual depth,
named fracture gradient.
The determination of fracture gradients for shallow
depth is often difficult since very little data exists.
This is due to the circumstance that at shallow depth,
blowout preventers are often not installed and thus no
pressure testing can be carried out.
Especially at offshore wells, the knowledge of shallow
fracture gradients are important since the margin
between pore pressure and fracture gradient is narrow
and the danger of shallow gas pockets exists.
Spring14 H. AlamiNia

Drilling Engineering 2 Course (2nd Ed.)

34
1. Dipl.-Ing. Wolfgang F. Prassl. “Drilling
Engineering.” Master of Petroleum
Engineering. Curtin University of Technology,
2001. Chapter 3
1. Mud Weight Planning
2. drilling hydraulics:
A. the hydrostatic pressure
Q922+de2+l02 v1

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Q922+de2+l02 v1

  • 1. Drilling Engineering 2 Course (2nd Ed.)
  • 2. 1. 2. 3. 4. General Notes Pore Pressure Prediction Abnormal vs. normal Pressure Fracture Gradient determination
  • 3.
  • 4. Introduction The knowledge of the formations to penetrate, their strength properties as well as their behaviour when in contact with various drilling fluids is essential to properly plan and complete a successful drilling project. Parameters like pore pressure and formation strength determine aspects like: Choice of mud weight profile, Determination of casing setting depths, Design of optimal casing strings, Selection of the drill bit, Cementing additives and procedures. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 4
  • 5. pressures as gradients The way how the formations react to drilling mud influences the selection of mud additives, borehole stability and therefore well control aspects. Within drilling, it is common to express pressures as gradients. With this concept, the hydrostatic pressure can be given as equivalent density which is independent of the depth and thus makes its comprehension and correlations of various concepts easier. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 5
  • 6. reference depth On the other hand, when gradients are applied, it has to be always kept in mind that they are referred to a specific depth. Knowing this reference depth is essential to compute back the corresponding downhole pressures. Within drilling engineering, the drilling floor or rotary table (RKB) is the most often used reference depth. Geologists and geophysicists generally prefer to use their data in reference to ground floor or mean sea level (MSL). Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 6
  • 7. Geology Prediction Normally when a well is to be drilled, the drilling engineer is supplied from the geology department (or the geologist within the project team) with a sequence of predicted subsurface formations, their characteristics and markers, as well as knowledge about where special care has to be taken. Geologists draw this information from studying the local geology (deposition history), seismic mappings (2D or 3D surveys) and perform well to well correlations (geological maps). Whenever new information is gained (due to drilling and evaluation of a new well or further geophysical measurements) these maps are updated. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 7
  • 8. Typical geological profile to plan a well Typical geological profile Spring14 H. AlamiNia Seismic record to determine the subsurface structure Drilling Engineering 2 Course (2nd Ed.) 8
  • 9.
  • 10. local subsurface pressure regimes To understand the local subsurface pressure regimes, the geologic processes along with the depositional history and tectonic abnormalities have to be studied. When the well is located within shallow sediments that were laid down slowly within a deltaic depositional environment, the subsurface formation pressures can be assumed to be hydrostatic. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 10
  • 11. Hydrostatic Pressure By definition, a hydrostatic pressure is developed due to the own weight of a fluid at a certain depth. This relationship is expressed as:  𝑝 = 𝜌. 𝑔. ℎ = 9.81. 𝜌. ℎ Or in field units: 𝑝 = 0.052. 𝜌 𝑓𝑙 . 𝐷 where: • • • • • • 𝜌 𝑓𝑙 [ppg] 𝜌 [kg/m3] D [ft] h [m] p [psi] g [m/s2] Spring14 H. AlamiNia density of the fluid causing hydrostatic pressure average fluid density depth at which hydrostatic pressure occurs (TVD) vertical height of column of liquid hydrostatic pressure acceleration due to gravity Drilling Engineering 2 Course (2nd Ed.) 11
  • 12. hydrostatically pressured formation When the weight of the solid particles buried are supported by grain-to-grain contacts and the particles buried water has free hydraulic contact to the surface, the formation is considered as hydrostatically pressured. As it can be seen, the formation pressure, when hydrostatically pressured, depends only on the density of the formation fluid (usually in the range of 1.00 [g/cm3] to 1.08 [g/cm3]) and the depth in TVD. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 12
  • 13. overburden stress When the burial depth increases, the overlaying pressure (overburden stress) increases. This decreases the pore space between the grains and thus the porosity of the formation. The overburden stress can be calculated assuming an average bulk density ρb of the overlaying formations as: Porosity profile Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 13
  • 14. average bulk density The average bulk density is normally found by integration of the density log readings. When density logs were not run (e.g. at shallow formations), sonic log correlation methods, together with lithology and mineralogical evaluations are applied to determine 𝜌 𝑏 During burial of the sediments, formation water is constantly expelled due to the reduction of formation porosity, as see in next slide. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 14
  • 15. Volume of fluid expelled during compaction of an argillaceous sediment Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 15
  • 16. abnormally pressured As long as formation water can be expelled, the formations are hydrostatic (or normally) pressured. When drilling a well, formations are often encountered that are under a different pressure regime. These formations are named to be “abnormally pressured”. Abnormal pressures can be positive • (actual formation pressures are higher than hydrostatic pressure)  or negative “subnormal pressure” • (actual formation pressures are lower than hydrostatic pressure). Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 16
  • 17. Abnormally Mechanisms Some mechanisms that lead to abnormally pressured formations are:  1. Compaction effects,  2. Aquathermal expansion,  3. Diagenetic effects,  4. Differential density effects (Osmosis),  5. Fluid migration effects,  6. Evaporite Deposits,  7. Organic matter transformation,  8. Tectonics,  9. Connection to depleted reservoirs,  10. Others. From the various effects mentioned above, the compaction one is considered to be often the governing one. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 17
  • 18.
  • 19.
  • 20. normally pressured formations while burying of the sediments, formation water is expelled with increasing depth and temperatures due to reduction in pore space and diagenesis of the rock materials. As long as the permeability and the effective porosity of the rock is high enough so that the formation water can escape as quickly as the natural compaction takes place, the formations are normally pressured. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 20
  • 21. Modelling vertical Pressures The (vertical) pressures acting inside formations can be modelled as: 𝜎 𝑜𝑏 = 𝜎 𝑧 + 𝑝 where: 𝜎 𝑜𝑏 [psi] 𝜎 𝑧 [psi] connections p [psi] Spring14 H. AlamiNia overburden stress vertical stress supported by the grain-to-grain formation pore pressure Drilling Engineering 2 Course (2nd Ed.) 21
  • 22. abnormally pressured formations When the formation water can not escape as quickly as the pore space is reduced, it is trapped inside the formations. In this scenario, the increasing overburden stress will pressurize the formation water and the formation will become abnormally pressured. In this situation, the porosity of the formation will not follow the natural compaction trend (porosity at abnormally pressured formations will be higher than at normally pressured ones). Along with the higher porosity, the bulk density as well as the formation resistivity will be lower at abnormally pressured formations. These circumstances are often applied to detect and estimate the abnormal formation pressures. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 22
  • 23. formation pore pressures The actual measurement of formation pore pressure is very expensive and possible only after the formations have been drilled. In this respect, pore pressures have to be estimated before drilling to properly plan the mud weights, casing setting depths, casing design, etc. as well as being closely monitored during drilling. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 23
  • 24. pore pressure estimation To estimate the pore pressure and most important, define where abnormal pore pressures are to be expected, porosity logs and seismic measurements are applied most often. shale formations tend to follow a defined porosity reduction trend with increasing depth. When this trend is interrupted, abnormally pressured formations are to be expected. The knowledge of its depths are important since they may lead to a necessary setting of casing and weighting up the mud system. The amount of how much the mud weight has to be increased depends on the amount of abnormal pressure expected and the contingency of the well. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 24
  • 25. Abnormal pressure detection while drilling When the well is in progress and abnormal formation pressures are expected, various parameters are observed and cross-plotted. Some of these while drilling detection methods are:  (a) Penetration rate,  (b) “d” exponent,  (c) Sigmalog,  (d) Various drilling rate normalisations,  (e) Torque measurements,  (f) Overpull and drag,  (g) Hole fill,  (h) Pit level – differential flow – pump pressure, Spring14 H. AlamiNia  (i) Measurements while drilling,  (j) Mud gas,  (k) Mud density,  (l) Mud temperature,  (m) Mud resistivity,  (n) Lithology,  (o) Shale density,  (p) Shale factor (CEC),  (q) Shape, size and abundance of cuttings,  (r) Cuttings gas,  (s) X-ray diffraction,  (t) Oil show analyzer,  (u) Nuclear magnetic resonance. Drilling Engineering 2 Course (2nd Ed.) 25
  • 26. Abnormal pressure evaluation After an abnormal pressure is detected or the well is completed, various wireline log measurements are used to evaluate the amount of overpressures present. Among the most common ones are: (a) Resistivity, conductivity log, (b) Sonic log, (c) Density log, (d) Neutron porosity log, (e) Gamma ray, spectrometer, (f) Velocity survey or checkshot, (g) Vertical seismic profile. With these log measurements trend lines are established and the amount the values deviate at the abnormally pressured formations from the trend line are applied to determine the value of overpressure. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 26
  • 27. Schematic responses of wireline logs in an undercompacted zone Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 27
  • 28.
  • 29. Leak-off data Normally, after a casing is set and cemented, a so called leak-off test (LOT) is performed. The main issue of a LOT is to check the strength of the formation at the casing shoe. With this knowledge, the maximum kick pressure allowed that does not fracture the formation is determined. It is also the key parameter in stress modelling and borehole integrity evaluation. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 29
  • 30. leakoff test A test to determine the strength or fracture pressure of the open formation, usually conducted immediately after drilling below a new casing shoe. During the test, the well is shut in and fluid is pumped into the wellbore to gradually increase the pressure that the formation experiences. At some pressure, fluid will enter the formation, or leak off, either moving through permeable paths in the rock or by creating a space by fracturing the rock. The results of the leakoff test dictate the maximum pressure or mud weight that may be applied to the well during drilling operations. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 30
  • 31. formation integrity test Sometimes the LOT test is not continued until leakoff (especially when oil based muds are used) and the formation is only pressured up until a certain value. This test is called formation integrity test (FIT). In this way, when fracture strength is evaluated, it is important to distinguish LOT data and FIT data. The pressure where fractures are initiated is commonly called leak-off pressure and when referred to the individual depth, named fracture gradient. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 31
  • 32. LOT data set groups Since casings are often set into competent shale formations and the LOT are carried out at them, but on the other hand lost circulation often takes place in permeable sandstone formations, the evaluation of LOT data to determine fracture gradients should be carried out by separating the data into two groups, one concerning the competent shale formations with higher fracture gradients and a second one for permeable sandstone (coal, chalk, etc.) formations exhibiting weaker fracture gradients. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 32
  • 33. Horizontal stresses When the borehole is vertical, as well as a hydrostatic stress state is assumed, the LOT values can be expressed as: LOT [psi] ... leak-off test value σa [psi] ... average horizontal stress Po [psi] ... pore pressure Since when the LOT is carried out, the pore pressure is known or measured as well, the horizontal stress can be evaluated by The horizontal stress as derived above can also be used for a correlation when plotted vs. depth. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 33
  • 34. fracture gradient The pressure where fractures are initiated is commonly called leak-off pressure and when referred to the individual depth, named fracture gradient. The determination of fracture gradients for shallow depth is often difficult since very little data exists. This is due to the circumstance that at shallow depth, blowout preventers are often not installed and thus no pressure testing can be carried out. Especially at offshore wells, the knowledge of shallow fracture gradients are important since the margin between pore pressure and fracture gradient is narrow and the danger of shallow gas pockets exists. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 34
  • 35. 1. Dipl.-Ing. Wolfgang F. Prassl. “Drilling Engineering.” Master of Petroleum Engineering. Curtin University of Technology, 2001. Chapter 3
  • 36. 1. Mud Weight Planning 2. drilling hydraulics: A. the hydrostatic pressure