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Drilling Engineering 2 Course (2nd Ed.)
1. drilling hydraulics:
A. types & criteria of fluid flow
B. fluid Rheology and models
a. Bingham plastic & Power-law models
1. Laminar Flow in Pipes and Annuli
2. Turbulent Flow in Pipes and Annuli
3. Pressure Drop Across Surface Connections
4. Pressure Drop Across Bit
5. Optimization of Bit Hydraulics
6. Particle Slip Velocity
laminar flowing pattern application
For drilling operations
the fluid flow of mud and
cement slurries
are most important.
When laminar flowing pattern occurs,
the following set of equations can be applied
to calculate
the friction pressure drop [psi] Δp,
the shear rate at the pipe wall 𝛾 𝑤and
the circulation bottom hole pressure
for the different flow models:
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 5
Laminar:
Newtonian Fluid model
Flow through pipe:
Flow through annulus:
When comparing
the mean velocity υ with
the so called “critical velocity”,
denoted by υc (υcan, υcp),
the fluid flow pattern can also be determined.
This classification is given by:
υ < υc ... laminar flow
υ > υc ... turbulent flow
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 6
Laminar:
Bingham Plastic Fluid Model
Flow through pipe
υcp in [ft/sec]
Flow through annulus
υcan in [ft/sec]:
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 7
Laminar:
Power-law Fluid Model
Flow through pipe
υcp in [ft/min]:
Flow through annulus
υcan in [ft/min]:
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 8
turbulent fluid flow behavior
description
To describe the flow behaviour,
friction pressure loss and
shear rate at the pipe wall for laminar flow,
analytic equations are applied.
For turbulent fluid flow behavior,
analytic models to calculate these parameters
are extremely difficult to derive.
Therefore, various concepts that
describe their behavior are used in the industry.
The concept based on the dimensionless quantity
called “Friction factor”
is the most widely applied correlation technique.
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 10
friction factor determination for fully
developed turbulent flow pattern
𝜖 [in] ... absolute roughness of pipe,
see from following table
(Absolute pipe roughness for several types of circular pipes)

𝜖
𝑑
[1] ... relative roughness of pipe
To solve this equation for f, iteration techniques have to
be applied.
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 11
Friction factor for turbulent flow
The friction
factor can also
be obtained
from the
figure.
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 12
Friction factor estimation
In drilling operations,
the relative roughness is oft assumed to be
insignificant (usually less than 0.0004) which
reduces the friction factor equation
to the following equation for smooth pipes:
For smooth pipes and turbulent flow
(
𝜖
𝑑
= 0 and 2,100 <= NRe <= 100,000),
the friction factor can be estimated by:
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 13
The pressure drop calculation at
turbulent flow pattern
The pressure drop at turbulent flow pattern is then
computed for the different flow models
when replacing di
with the equivalent diameter de = 0.816 (d2 − d1).
When the friction factor is computed,
the pressure drops
for the individual flow models can be calculated.
For Newtonian Fluid Model:
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 14
Power-law Fluid Model:
For fluids that behave according to the power-law
fluid model, an empirical friction factor correlation
based on the flow behaviour index n is used.
This correlation gives for:
Flow through pipe:
Flow through annulus:
μa [cp] ... apparent Newtonian viscosity
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 15
Friction factor for Power-Law
Reynolds
number is then
compared with
the critical
Reynolds
number,
which is
depended on
the flow
behaviour
index n and
should be
obtained from
the figure
Friction factor for Power-Law fluid model
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 16
pressure drop for power law
Instead of using the figure,
following equation can be applied
to determine the friction factor iteratively:
When the friction factor f is calculated, the
corresponding pressure drop can be calculated with
the Newtonian fluid model equation:
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 17
the total pressure loss
at the surface equipment
The pressure drop in surface connections comprise
the pressure drops along the standpipe,
the rotary hose, swivel and kelly.
Since different rigs do use different equipment, the
total pressure loss at the surface equipment can
only be estimated.
(Δpf )se [psi] ... pressure loss through total surface
equipment, q [gpm] ... flow rate, E [1] ... constant
depending on the type of surface equipment used
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 19
Groups of surface equipment
Equivalent drillpipe lengths
for surface equipment
Another approach is
to determine the equivalent length of drillpipe for each
surface equipment and
then use the relevant equations
to determine the surface pressure loss.
The Figure gives the equivalent lengths of the
different equipment parts.
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 20
pressure drop across the bit
The pressure drop across the bit is mainly due to
the change of fluid velocities in the nozzles.
To increase the penetration rate,
when the mud flows through the nozzles
its speed is increased drastically which causes
a high impact force when the mud hits the bottom
of the hole.
This high fluid speed on the other hand
causes a relative high pressure loss.
This pressure loss is very sensitive to the nozzle seize.
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 23
Calculation of pressure drop
across the bit
The bit pressure drop
itself can be calculated
with:
AT [in2] ...
total nozzle area
dn [1/32] ...
jet nozzle seize
 𝜐 𝑛[ft/sec] ...
mean nozzle velocity
q [gpm] ... flow rate
ρm [ppg] ... mud density
Cd [1] ... discharge
coefficient, depending on
the nozzle type and size
(commonly Cd = 0.95)
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 24
Initiating Circulation
All the equations to calculate the individual
pressure drops presented above assume a
nonthixotropic behavior of the mud.
In reality, an additional pressure drop is observed
when circulation is started due to the thixotropic
structures which have to be broken down.
This initial phase of addition pressure drop may last
for one full circulation cycle.
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 25
Initiating Circulation
pressure drop calculation
The additional pressure drop can be estimated
applying the gel strength τg of the drilling mud as:
For flow through pipes:
For flow through annuli:
τg [lbf/100 ft2] ... gel strength of the drilling mud
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 26
hydraulic program design
The penetration rate in many formations is
roughly proportional to
the hydraulic horsepower expended at the bit.
To drill most efficiently hydraulic programs are
designed
for maximum bottom hole cleaning
(how much bottom hole cleaning is necessary
to reach maximum penetration rate)
combined with maximum bottom hole cleaning based
on the surface hydraulic horsepower availability.
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 28
drilling optimization parameters
For this reason,
mud rheology,
hydraulics (individual pressure drops) and
bit nozzle selection
are the parameters to consider for drilling optimization.
To optimize drilling hydraulics,
different approaches can be made.
The hydraulics can be designed to either
optimize the nozzle velocity,
the bit hydraulic horsepower or
to optimize the jet impact force.
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 29
The total pressure drop
at the circulation system
The total pressure drop at the circulation system
is the summation of
the pressure drop at the bit and
the pressure drop through
the rest of the circulation system.
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 30
Optimum pressure drop across the bit
The pressure drop across the bit can be written as:
Hydraulic horsepower:
Jet impact force:
m [1] slope of the parasitic pressure loss (Δpf )d vs. flow rate
Theoretically m = 1.75
but in general it is better to determine m
from field data than assuming this value.
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 31
optimum nozzle area
When plotting flow rate vs. pressure on a log-log
plot, the optimum design is found at the
intersection between the path of optimum
hydraulics and the (Δpf )d line for either of the
criteria mentioned above.
Having determined the optimum design,
the optimum pump flow rate,
optimum nozzle area and
corresponding pressure losses can be calculated:
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 32
Optimum hydraulic horsepower and
jet impact force
Optimum hydraulic horsepower and
jet impact force are given with:
The optimum nozzle area leads to the respective
nozzle selection.
Nozzles for drilling bits are given 1/32 [in] seizes thus the
calculated nozzle area has to be converted into n/32 [in].
Knowing n (has to be an integer and is commonly
rounded down to ensure the nozzle velocity) and
the amount of nozzles to use,
the individual seizes are found.
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 33
specific hydraulic horsepower
The so called “specific hydraulic horsepower”
is defined as
hydraulic horsepower per unit borehole cross-section.
The optimization as discussed above
is performed for regular intervals (e.g. 1,000 [ft]) and
is included in the drilling program.
In practice, computer programs are available
in the industry that perform
these hydraulic optimization calculations.
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 34
The annular flow of the drilling fluid
The annular flow of the drilling fluid
(carrying drilling cuttings and
a certain amount of gas to the surface,)
is disturbed by frictional and centrifugal forces
caused by the rotation of the drillstring.
In practice, when it is noticed that
inefficient hole cleaning is present,
either the mud flow rate is increased or
the effective viscosity of the mud is increased or
both adjustments are performed.
To estimate the slip velocity of the cuttings,
following correlation methods were developed empirically
and are widely accepted and used in the industry:
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 36
Estimation of the slip velocity;
Moore’s Correlation
Moore’s Correlation:
for NRp > 300:
for NRp < 3:
for 3 NRp < 300:
μa [cp] apparent
Newtonian viscosity
ds [in]
drilling cuttings diameter
NRp [1]
particle Reynolds number
 𝜐 𝑠𝑙 [ft/sec] particle slip
velocity
ρs [ppg] cuttings density
τg [lbf/100 ft2] gel
strength required to
suspend a particle of
diameter ds
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 37
Estimation of the slip velocity;
Chien’s Correlation
Chien’s Correlation:
The correlation equations determined by Chien are
similar to the ones defined by Moore.
For clay-water muds,
he recommends the usage of the apparent viscosity.
The correlation is performed as:
for NRp < 100:
for NRp > 100:
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 38
transportation velocity
The so called “transportation velocity” 𝜐 𝑇
is defined as
the difference between the mean annular velocity 𝜐 𝑎𝑛 and
the slip velocity 𝜐 𝑠𝑙. The “transportation ratio” FT given by:
determines whether the cuttings are
transported to the surface (FT is positive) or not and
provides a relative measure of
the carrying capability of the drilling mud.
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 39
minimum mean annular velocity
To have proper hole cleaning and
with the knowledge of the transport velocity,
a minimum mean annular velocity can be determined.
This minimum mean annular velocity has to be calculated
at the annulus with the maximum cross-section area and
in this way determines the minimum pump rate.
As a rule of thumb,
• a minimum mean annular velocity of 3 [ft/sec] is often applied.
Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 40
1. Dipl.-Ing. Wolfgang F. Prassl. “Drilling
Engineering.” Master of Petroleum
Engineering. Curtin University of Technology,
2001. Chapter 4
1. Casing
A. Review
B. Setting Depths
C. Connections
D. API Casing Performance Properties
Q922+de2+l05 v1

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Q922+de2+l05 v1

  • 1. Drilling Engineering 2 Course (2nd Ed.)
  • 2. 1. drilling hydraulics: A. types & criteria of fluid flow B. fluid Rheology and models a. Bingham plastic & Power-law models
  • 3. 1. Laminar Flow in Pipes and Annuli 2. Turbulent Flow in Pipes and Annuli 3. Pressure Drop Across Surface Connections 4. Pressure Drop Across Bit 5. Optimization of Bit Hydraulics 6. Particle Slip Velocity
  • 4.
  • 5. laminar flowing pattern application For drilling operations the fluid flow of mud and cement slurries are most important. When laminar flowing pattern occurs, the following set of equations can be applied to calculate the friction pressure drop [psi] Δp, the shear rate at the pipe wall 𝛾 𝑤and the circulation bottom hole pressure for the different flow models: Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 5
  • 6. Laminar: Newtonian Fluid model Flow through pipe: Flow through annulus: When comparing the mean velocity υ with the so called “critical velocity”, denoted by υc (υcan, υcp), the fluid flow pattern can also be determined. This classification is given by: υ < υc ... laminar flow υ > υc ... turbulent flow Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 6
  • 7. Laminar: Bingham Plastic Fluid Model Flow through pipe υcp in [ft/sec] Flow through annulus υcan in [ft/sec]: Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 7
  • 8. Laminar: Power-law Fluid Model Flow through pipe υcp in [ft/min]: Flow through annulus υcan in [ft/min]: Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 8
  • 9.
  • 10. turbulent fluid flow behavior description To describe the flow behaviour, friction pressure loss and shear rate at the pipe wall for laminar flow, analytic equations are applied. For turbulent fluid flow behavior, analytic models to calculate these parameters are extremely difficult to derive. Therefore, various concepts that describe their behavior are used in the industry. The concept based on the dimensionless quantity called “Friction factor” is the most widely applied correlation technique. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 10
  • 11. friction factor determination for fully developed turbulent flow pattern 𝜖 [in] ... absolute roughness of pipe, see from following table (Absolute pipe roughness for several types of circular pipes)  𝜖 𝑑 [1] ... relative roughness of pipe To solve this equation for f, iteration techniques have to be applied. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 11
  • 12. Friction factor for turbulent flow The friction factor can also be obtained from the figure. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 12
  • 13. Friction factor estimation In drilling operations, the relative roughness is oft assumed to be insignificant (usually less than 0.0004) which reduces the friction factor equation to the following equation for smooth pipes: For smooth pipes and turbulent flow ( 𝜖 𝑑 = 0 and 2,100 <= NRe <= 100,000), the friction factor can be estimated by: Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 13
  • 14. The pressure drop calculation at turbulent flow pattern The pressure drop at turbulent flow pattern is then computed for the different flow models when replacing di with the equivalent diameter de = 0.816 (d2 − d1). When the friction factor is computed, the pressure drops for the individual flow models can be calculated. For Newtonian Fluid Model: Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 14
  • 15. Power-law Fluid Model: For fluids that behave according to the power-law fluid model, an empirical friction factor correlation based on the flow behaviour index n is used. This correlation gives for: Flow through pipe: Flow through annulus: μa [cp] ... apparent Newtonian viscosity Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 15
  • 16. Friction factor for Power-Law Reynolds number is then compared with the critical Reynolds number, which is depended on the flow behaviour index n and should be obtained from the figure Friction factor for Power-Law fluid model Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 16
  • 17. pressure drop for power law Instead of using the figure, following equation can be applied to determine the friction factor iteratively: When the friction factor f is calculated, the corresponding pressure drop can be calculated with the Newtonian fluid model equation: Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 17
  • 18.
  • 19. the total pressure loss at the surface equipment The pressure drop in surface connections comprise the pressure drops along the standpipe, the rotary hose, swivel and kelly. Since different rigs do use different equipment, the total pressure loss at the surface equipment can only be estimated. (Δpf )se [psi] ... pressure loss through total surface equipment, q [gpm] ... flow rate, E [1] ... constant depending on the type of surface equipment used Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 19 Groups of surface equipment
  • 20. Equivalent drillpipe lengths for surface equipment Another approach is to determine the equivalent length of drillpipe for each surface equipment and then use the relevant equations to determine the surface pressure loss. The Figure gives the equivalent lengths of the different equipment parts. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 20
  • 21.
  • 22.
  • 23. pressure drop across the bit The pressure drop across the bit is mainly due to the change of fluid velocities in the nozzles. To increase the penetration rate, when the mud flows through the nozzles its speed is increased drastically which causes a high impact force when the mud hits the bottom of the hole. This high fluid speed on the other hand causes a relative high pressure loss. This pressure loss is very sensitive to the nozzle seize. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 23
  • 24. Calculation of pressure drop across the bit The bit pressure drop itself can be calculated with: AT [in2] ... total nozzle area dn [1/32] ... jet nozzle seize  𝜐 𝑛[ft/sec] ... mean nozzle velocity q [gpm] ... flow rate ρm [ppg] ... mud density Cd [1] ... discharge coefficient, depending on the nozzle type and size (commonly Cd = 0.95) Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 24
  • 25. Initiating Circulation All the equations to calculate the individual pressure drops presented above assume a nonthixotropic behavior of the mud. In reality, an additional pressure drop is observed when circulation is started due to the thixotropic structures which have to be broken down. This initial phase of addition pressure drop may last for one full circulation cycle. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 25
  • 26. Initiating Circulation pressure drop calculation The additional pressure drop can be estimated applying the gel strength τg of the drilling mud as: For flow through pipes: For flow through annuli: τg [lbf/100 ft2] ... gel strength of the drilling mud Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 26
  • 27.
  • 28. hydraulic program design The penetration rate in many formations is roughly proportional to the hydraulic horsepower expended at the bit. To drill most efficiently hydraulic programs are designed for maximum bottom hole cleaning (how much bottom hole cleaning is necessary to reach maximum penetration rate) combined with maximum bottom hole cleaning based on the surface hydraulic horsepower availability. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 28
  • 29. drilling optimization parameters For this reason, mud rheology, hydraulics (individual pressure drops) and bit nozzle selection are the parameters to consider for drilling optimization. To optimize drilling hydraulics, different approaches can be made. The hydraulics can be designed to either optimize the nozzle velocity, the bit hydraulic horsepower or to optimize the jet impact force. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 29
  • 30. The total pressure drop at the circulation system The total pressure drop at the circulation system is the summation of the pressure drop at the bit and the pressure drop through the rest of the circulation system. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 30
  • 31. Optimum pressure drop across the bit The pressure drop across the bit can be written as: Hydraulic horsepower: Jet impact force: m [1] slope of the parasitic pressure loss (Δpf )d vs. flow rate Theoretically m = 1.75 but in general it is better to determine m from field data than assuming this value. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 31
  • 32. optimum nozzle area When plotting flow rate vs. pressure on a log-log plot, the optimum design is found at the intersection between the path of optimum hydraulics and the (Δpf )d line for either of the criteria mentioned above. Having determined the optimum design, the optimum pump flow rate, optimum nozzle area and corresponding pressure losses can be calculated: Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 32
  • 33. Optimum hydraulic horsepower and jet impact force Optimum hydraulic horsepower and jet impact force are given with: The optimum nozzle area leads to the respective nozzle selection. Nozzles for drilling bits are given 1/32 [in] seizes thus the calculated nozzle area has to be converted into n/32 [in]. Knowing n (has to be an integer and is commonly rounded down to ensure the nozzle velocity) and the amount of nozzles to use, the individual seizes are found. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 33
  • 34. specific hydraulic horsepower The so called “specific hydraulic horsepower” is defined as hydraulic horsepower per unit borehole cross-section. The optimization as discussed above is performed for regular intervals (e.g. 1,000 [ft]) and is included in the drilling program. In practice, computer programs are available in the industry that perform these hydraulic optimization calculations. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 34
  • 35.
  • 36. The annular flow of the drilling fluid The annular flow of the drilling fluid (carrying drilling cuttings and a certain amount of gas to the surface,) is disturbed by frictional and centrifugal forces caused by the rotation of the drillstring. In practice, when it is noticed that inefficient hole cleaning is present, either the mud flow rate is increased or the effective viscosity of the mud is increased or both adjustments are performed. To estimate the slip velocity of the cuttings, following correlation methods were developed empirically and are widely accepted and used in the industry: Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 36
  • 37. Estimation of the slip velocity; Moore’s Correlation Moore’s Correlation: for NRp > 300: for NRp < 3: for 3 NRp < 300: μa [cp] apparent Newtonian viscosity ds [in] drilling cuttings diameter NRp [1] particle Reynolds number  𝜐 𝑠𝑙 [ft/sec] particle slip velocity ρs [ppg] cuttings density τg [lbf/100 ft2] gel strength required to suspend a particle of diameter ds Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 37
  • 38. Estimation of the slip velocity; Chien’s Correlation Chien’s Correlation: The correlation equations determined by Chien are similar to the ones defined by Moore. For clay-water muds, he recommends the usage of the apparent viscosity. The correlation is performed as: for NRp < 100: for NRp > 100: Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 38
  • 39. transportation velocity The so called “transportation velocity” 𝜐 𝑇 is defined as the difference between the mean annular velocity 𝜐 𝑎𝑛 and the slip velocity 𝜐 𝑠𝑙. The “transportation ratio” FT given by: determines whether the cuttings are transported to the surface (FT is positive) or not and provides a relative measure of the carrying capability of the drilling mud. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 39
  • 40. minimum mean annular velocity To have proper hole cleaning and with the knowledge of the transport velocity, a minimum mean annular velocity can be determined. This minimum mean annular velocity has to be calculated at the annulus with the maximum cross-section area and in this way determines the minimum pump rate. As a rule of thumb, • a minimum mean annular velocity of 3 [ft/sec] is often applied. Spring14 H. AlamiNia Drilling Engineering 2 Course (2nd Ed.) 40
  • 41. 1. Dipl.-Ing. Wolfgang F. Prassl. “Drilling Engineering.” Master of Petroleum Engineering. Curtin University of Technology, 2001. Chapter 4
  • 42. 1. Casing A. Review B. Setting Depths C. Connections D. API Casing Performance Properties