analysis, comparison and application of cwd against conventional drilling operations
TRANSCRIPT
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Analysis, Comparison and Application of Casing while
Drilling against Conventional Drilling Operations
Report submitted in partial fulfillment of the requirement for the award
of the degree of
BACHELOR OF TECHNOLOGY
IN
PETROLEUM ENGINEERING
By
Abhinav Chaudhary 09BT01101
Prakhar Mathur 09BT01180
Sonez Shekhar 09BT01088Rohit Kumar 09BT01116
Adarsh Pal 09BT01086
Vinay Varghese 09BT01092Siddhant Kumar Prasad 09BT01065
Atul Bansal 09BT01179
Srujan Rajuri 09BT01112
Under the supervision of
Mr. Vinay Babu
SCHOOL OF PETROLEUM TECHNOLOGY
PANDIT DEENDAYAL PETROLEUM UNIVERSITY
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CERTIFICATE
This is to certify that the project entitled ANALYSIS, COMPARISON AND
APPLICATION OF CASING WHILE DRILLING AGAINST CONVENTIONAL
DRILLING OPERATIONS submitted by Abhinav Chaudhary (09BT01101), Prakhar Mathur(09BT01180), Sonez Shekhar (09BT01088) , Rohit Kumar (09BT01116), Adarsh Pal
(09BT01086) , Vinay Varghese (09BT01092) , Siddhant Kr. Prasad (09BT01065), Atul Bansal
(09BT01179) and Srujan Rajuri (09BT01112) in partial fulfilment of the requirements for the
award of the degree Bachelor of Technology in Petroleum Engineering at Pandit Deendayal
Petroleum University is an authentic work carried out by them under my supervision and
guidance.
To the best of my knowledge, the matter embodied in the project has not been
submitted to any other University / Institute for the award of any Degree or Diploma.
(Mr. Vinay Babu)
Supervisor,
School of Petroleum Technology
Pandit Deendayal Petroleum University
Date: 10 April, 2012 Gandhinagar - 382007
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ACKNOWLEDGMENT
The final work of the B.Tech project titled Analysis, Comparison and Application of Casingwhile Drilling against Conventional Drilling Operations has been a persistent endeavour from
lot of people and so we would like to thank all of them for their support and guidance throughout
this session.
First of all, we would like to thank Mr. Vinay Babu, mentor of our project who guided us
throughout the project work. His guidance helped us to carry out the work smoothly and
efficiently.
We would also like to thank Mr. Moji Karimi; Application Engineer; Solid Expandables and
Drilling with Casing/Liner, Weatherford,for his continuous online guidance. We would like to
extend our gratitude to Mr. Nishant Parikh for his valuable inputs and suggestions and last but
not the least, we thank Mr. Naveen Velmurugan for helping us with modelling on software.
We would also like to thank all the group members and colleagues who were along with us
during the entire tenure of the project and worked with us to endeavour through all the phases of
our project. The project work was an enriching experience which will be beneficial to us in our
professional career. It enabled us to develop technical skills and also helped us in improving our
communication and management skills.
Abhinav Chaudhary (09BT01101)
Prakhar Mathur (09BT01180)
Sonez Shekhar (09BT01088)
Rohit Kumar (09BT01116)Adarsh Pal (09BT01086)
Vinay Varghese (09BT01092)
Siddhant Kumar Prasad (09BT01065)
Atul Bansal (09BT01179)
Srujan Rajuri (09BT01112)
i
http://www.linkedin.com/search?search=&title=Application+Engineer%3B+Solid+Expandables+and+Drilling+with+Casing%2FLiner&sortCriteria=R&keepFacets=true¤tTitle=Chttp://www.linkedin.com/search?search=&title=Application+Engineer%3B+Solid+Expandables+and+Drilling+with+Casing%2FLiner&sortCriteria=R&keepFacets=true¤tTitle=Chttp://www.linkedin.com/search?search=&title=Application+Engineer%3B+Solid+Expandables+and+Drilling+with+Casing%2FLiner&sortCriteria=R&keepFacets=true¤tTitle=Chttp://www.linkedin.com/search?search=&title=Application+Engineer%3B+Solid+Expandables+and+Drilling+with+Casing%2FLiner&sortCriteria=R&keepFacets=true¤tTitle=C -
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List of Figures
Fig No. Name Of the Figure Page No.
2.1 Modified casing program design, without surge/swab consideration 3
3.1 Casing Clamp 8
4.1 S-N Curve 11
4.2 Forces acting on Individual Casing Segment 12
5.1 Drill Lock Assembly 15
5.2 Wire line Retrievable BHA 16
5.3 Casing Drilling Under reamer 16
5.4 Rear Band 17
5.5 Hydro Formed Crimp-on Stabilizer 18
5.6 Non Retrievable System 19
6.1 Casing Drive System 21
6.2 Partial Cross-sectional View of the Spear 23
7.1 Interior Body Portion Of CwD Bit 29
7.2 Outer Surface of CwD Bit 30
7.3 Components of the Blade 31
7.4 Prototype Design for PDC drillout Bit 34
10.1 Thread corner contact 44
10.2 Premium connection threads and seal damage 44
10.3 Effect of measurement of uncertainty on applied torque 46
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10.4 Combined effects of measurements and control uncertainty on applied
torque
46
10.5 Full coverage die 49
10.6
13.1
13.2
Exaggerated illustration of pipe and die contact
Wellbore stability improvement by casing drilling as compared to
conventional drilling.
Annular difference between conventional drilling and CWD
49
55
56
13.3 Plastering Effect phenomena 57
13.4 Plastering Effect phenomena 57
13.5 Plastering Effect phenomena 57
13.6 Wellbore cross section, comparison between Casing Drilling and 59
Conventional drilling
13.7 Contact angle comparison between Casing drilling and Conventional drilling 60
13.8 Contact area comparison between Casing Drilling and conventional drilling 60
13.9 Penetration depth into the filter cake, comparison between Casing drilling 61
And conventional drilling
13.10 Typical PPT value comparison for mud sample 64
14.1 Forces acting on a drilled cutting in a section of annulus 67
14.2 Spiral motion of the drilled cuttings as they rise up in annulus 68
15.1 Typical relative sizes of cuttings and their distribution 74
15.2 Typical Simulated results depicting particles sizes deposited at different depths 75
16.1 Typical Piceance well 76
16.2 Directional CWD BHA 76
16.3 LOT at 9.625 inch shoe and first test after CwD at 3811 78
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16.4 LOT after CwD with 60 rpm and a LOT after CwD with 60 rpm and adding 79
LCM for last half of the stand
16.5 LOT after CwD with 80 rpm 79
16.6 Case of CwD with 60 rpm 81
16.7 Case of Conventional drilling with 60 rpm 81
16.8 Case of CwD with 80 rpm 82
16.9 Case of Conventional drilling with 80 rpm 82
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List of Tables
13.1 Summary of the successful Plastering effect applications 58
15.1 Calculated diameter and residence time 74
16.1 Piceance Well Data 77
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Abbreviations Used
API - American Petroleum Institute
CWD - Casing While Drilling
BHA - Bottom Hole Assembly
ECD - Equivalent Circulating Density
CDS - Casing Drive System
CCI - Cutting Carrying Index
WOB - Weight On Bit
NPT - Non-Productive Time
PDC - Poly-Crystalline Diamond Compact
DLA - Drill Lock Assembly
UCS - Unconfined Compressive Strength
LCM - Lost Circulation Material
PSD - Particle Size Distribution
PPT - Permeable Plugging Test
CBL - Cement Bond Log
VFD - Variable Frequency Drive
SAGD - Steam Assisted Gravity Drainage
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Contents
Page No.
Certificate by Internal Guide
Acknowledgement i
List of Figures ii
List of Tables v
Abbreviations Used vi
Chapters:
1. Chapter 1: Introduction 12. Chapter 2: Well Planning 2
2.1 Introduction2.2 No Swab and Surge; Wider Operational Mud Weight
Window
2.3 ECD versatility2.4 Hydraulics design: Cutting Carrying Index2.5 Stiffer Pipe, Better Verticality2.6 Plastering Effect increases Fracture Gradient2.7 Cement Job Quality2.8 NPT (Non Productive Time)
3. Chapter 3: Rig Modification 63.1 Introduction3.2 Industry Practices3.3 Case Study3.4 Special Considerations
4. Chapter 4: Casing Design 94.1 Introduction4.2 Fatigue Life Evaluation of Casing String4.3 Loads Subjected to Casing
5. Chapter 5: Downhole Assembly 145.1 Casing While Drilling with Retrievable Drilling Assemblies5.2 Casing Drilling Accessories5.3 Non-Retrievable BHA
6. Chapter 6: Casing Drive System 20
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6.1 Introduction6.2 Description of the Casing Drive System6.3 Description of the Spear (in fig 6.2)6.4 Description and Actuation of Slips6.5 Casing Running Process
7. Chapter 7: Drill Bits 277.1 Introduction7.2 Drillable Drill Bit Design
7.2.1 Body Portion7.2.2 Blade and Cutters Structure7.2.3 Forces acting on Blades and cutters during drilling operations
7.3 Drill out and Drill ahead7.4 Prototype Development7.5 Lab Testing, Field trials7.6
Drill-out Performance Comparison
8. Chapter 8: Plastering Effect 378.1 Introduction
9. Chapter 9: Cementing 389.1 Introduction9.2 How Cementing in CwD differs from conventional practices9.3 Centralization9.4 Floating equipments used in cementing in CwD9.5 Cement excess factor9.6 Other common Cementing Practices for CwD
10. Chapter 10: Downhole Problems and Solutions 4310.1 Mechanical Problems
10.1.1 Casing Thread Damage & Solutions10.1.2 Makeup Monitoring and Control
10.1.2.1 Monitoring10.1.2.2 Control10.1.2.3 Solutions
10.1.3 Pipe Body Damage & Solutions10.1.4 Pipe Handling Logistics & Solutions
11. Chapter 11: Well Control 5112. Chapter 12: Advantages and Disadvantages 5213. Chapter 13: Plastering Effect: A Qualitative analysis 54
13.1 Introduction13.2 Occurrence of Plastering Effect13.3 Mechanism13.4 Casing drilling pipe geometry
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13.5 Various conditions for plastering13.6 Particle Size Distribution (PSD)13.7 Significance13.8 Permeable Plugging Test (PPT)13.9 Conclusion derived from Permeable Plugging Test
14.Chapter 14: Prediction of Particle Size Distribution in CWD 6614.1 Principle Involved14.2 Our Proposed Model
14.2.1 Assumptions14.2.2 Figure14.2.3 Derivation
14.3 Some Details14.4 Observations
15.Chapter 15: Simulated Results 7416.
Chapter 16: Case study-Piceance well 78
16.1 Piceance Creek Directional CWD16.2 Particle Size Distribution Discussion16.3 Conclusions pertaining to discussed case study
17.Chapter 17: Field Application of CwD 8517.1 Casing Drilling Technology17.2 Drilling Salt Dome Field17.3 Permafrost Drilling17.4 Managed Pressure Casing Drilling (MPCD)
18.Chapter 18: Inferences 9019.Chapter 19: Further Scope 91
References 92
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Chapter 1: Introduction
Casing While Drilling is innovation in action technology that gets casing to bottom by
circulating, reciprocating and rotating simultaneously. Every well is drilled and cased at thesame time. By using the full capabilities of your rigs top drive, the system is the solution:
Casing While Drilling is a proven process after millions of feet drilled, on- and off shore,
straight, directional and horizontal wells.
Because of its application flexibility, Casing While Drilling can successfully execute
anything that can be accomplished with conventional drilling, while delivering operating and
labour cost savings, capital investment reductions and faster time-to-targets.
With Casing While Drilling, casing is always on bottom, letting you change your bottom hole
assembly (BHA) without a trip. The process requires less drilling fluid, further reducing costs
and environmental impact: the mechanical characteristics of the casing plaster cuttings into
the face of the bore hole, sealing pores in the formation that contribute to lost circulation.
Directional and horizontal applications have been proven on- and off shore. Directional
Casing While Drilling has been used successfully in difficult shales in North America; in
completing complex 3D North Sea wells; and in drilling extended reach wells furtherexamples of the flexibility and adaptability of Casing While Drilling in a wide variety of hole
angles, with on-bottom ROPs equal to or better than conventional methods.
It requires few adaptations to a standard drilling rig in most cases, just a few hours of rig-up
time. Casing While Drilling can be accomplished on nearly any rig with a top drive. Casing
While Drilling significantly reduces lost fluids due to this Plastering Effect and enhances
reservoir productivity from producing horizons. Improved well control is enhanced with
continuous circulation even when tripping. Having casing constantly on the bottom reduces
well kicks creating a safer environment.
The Casing While Drilling process increases safety because it requires fewer people on the
rig floor and less pipe handling than conventional drilling. Casing While Drilling design
provides superior strength and rigidity in drilling operations.Casing While Drilling expertise
and technology together help control and minimize todays borehole integrity issues and
other drilling challenges. From basic casing running procedures to complex drilling
scenarios, Casing While Drilling gets the job done with superior efficiency.
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Chapter 2: Well Planning
2.1 Introduction:
Before initiation of any drilling operations, a thorough planning is done so as to determine
many parameters beforehand, like:
Well details Well objective Casing Policy Wellhead selection BOP requirements Cementing programme Deviation programme Survey requirements Mud programme Bit and Hydraulics programme Evaluation requirements Estimation of well cost, etc.
There are many well established and proved methods to determine each of the parameters
above for conventional drilling. And there are large numbers of industry standards that are set
as best practices and are followed rigorously when planning a new well. However, only few
people really know the benefits offered by Casing While Drilling technology in achieving
these industry standards with minimum input. We would be touching some of the very
important aspects of planning a well for casing while drilling application, keeping in mind the
conventional method.
2.2 No Swab and Surge; Wider Operational Mud Weight Window:Swab and surge during tripping can be very problematic because this can cause the pressure
to exceed the fracture gradient or fall below the kick tolerance. The CDS eliminates off-
bottom well control situations and eliminates the possibility of kicks due to the swab
pressure while tripping out of the hole. Moreover, the continuous circulation even when
tripping prevents surge or swab conditions even when a new BHA is being used. The
importance of eliminating swab/surge cannot be overstated, as this frees operators from
having to consider the trip margin when drawing the operational mud weight window. Tripmargin is an overbalance to compensate for the loss of ECD and to overcome the effects of
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swab pressure during a trip out of the hole (trip margin is usually 0.5 ppg to 1 ppg).
Elimination of trip margins from the operational mud weight window can help set the casing
deeper or even eliminates a string.
Fig 2.1Modified casing program design, without surge/swab consideration
2.3 ECD versatility:
We know that ECD (Equivalent Circulation Density) is dependent on 3 factors, they are:
Mud weight Flow rate (pump rate) Plastic viscosity
Casing Drilling geometry provides a better control on the annulus pressure profile. The small
annulus brings about higher friction which leads to higher equivalent circulating density
(ECD) in comparison to conventional drilling.
Hence the above mentioned 3 factors can be varied to an optimum value which is small and
can be easily attained on field, in comparison with the values required for conventional
drilling on same project.
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2.4 Hydraulics design: Cutting Carrying Index:
It is believed that the small annulus of the Casing Drilling generates a mechanical agitation
effect of the casing that helps prevent formation of cutting beds and facilitates cuttingtransfer. Moreover, due to the elimination of tripping, the well is being circulated most of the
time. This eliminates the opportunity for cuttings to settle at the bottom of the wellbore as
much as they do with conventional drilling. The higher annular velocity, the casings
mechanical agitation, and consistent circulation could be the reason why much less barite sag
problems are present in Casing Drilling.
CCI is calculated using the following formula, where Av is annular velocity in ft/min, Mw is
mud weight in ppg, and K is the Power Law Constant:
2.5 Stiffer Pipe, Better Verticality:
The stiffer the casing, the less effect stabilization/centralization will have on the directional
performance of the casing drilling assembly. When drilling with casing larger than 7 OD,
fulcrum or pendulum assemblies become largely unrealistic, as creating the requisite bit tilt
requires increasingly large WOB.
2.6 Plastering Effect increases Fracture Gradient:
The unique result of CWD, the plastering effect has important role to play in planning a well.
The rotary motion of casing along with very small annulus forms a layer at the wellbore wall.
This layer consists of mainly the formation cuttings and some heavier mud additives. Theseget pressed on walls due to centrifugal force with strengthening taking place due to removal
of water. This layer forms a stress layer over surface and hence increases the fracture
gradient. This net increased fracture gradient provides flexibility in casing program and/or
casing shoe selection.
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2.7 Cement Job Quality:
The reason is the casing has filtered the fluid out of the cake so we have a slick cake which
will bond with cement very good. also the CWD process creates a more gauged wellbore,hence less cement required to pump, better displacement efficiency, so better cement job.
That same plaster also prevents cement filtrate from damaging the formation. Even better
can be achieved by rotate/reciprocate the casing while cementing.
2.8 NPT (Non Productive Time):
Unexpected drilling hazards and operational issues result in nonproductive time, which an
industry consensus estimates can run as much a much as a quarter of many drilling projects,with about half that figure directly related to drilling troubles that can be directly mitigated
with casing drilling. Also, the majority of nonproductive time in any drilling operation comes
when you are tripping pipe. That is when most well control problems show up and when well
bore stability issues really become evident. If you can avoid tripping pipe, you can sidestep
much of the typical NPT.
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Chapter 3: Rig Modification
3.1 Introduction
Casing while Drilling is a very simple yet effective technique of drilling complex wells. This
is evident from the fact that it requires no or very little modifications to the conventional
drilling rig or a special PLC (programmable logic controller) rig.
3.2 Industry Practices
Till date no Casing while Drilling operations have used a Kelly drive rig and hence the only
optional equipment required for this operation is a Top Drive System. In some Instances a
split block assembly that allows wireline to be used in running and retrieving the Bottom
Hole Assembly. There are many operators who use a top drive casing running tool like the
Tesco Casing Drive System, Weatherford Overdrive, Volant CRTi, Canrig Suregrip, NOV
CRT to make up casing connections using the top drive and a Computer Aided Makeup
system instead of using power tongs. Hence, the floor is clear of tongs and there is no need to
have anyone working at the stabber board level. These tools are becoming far more widely
utilized and will eventually take the place of conventional tongs.
To drill with casing, a purpose built rig was constructed. There were four basic changes from
a conventional drilling rig.
(a) The first change was to install a wireline winch capable of running and retrieving the
BHA. The wireline included an electric line for future tool actuation. Operation of this
wireline winch was integrated into the rig PLC control panel.
(b) The second change was to install a split travelling block and crown and a top drive in
order to facilitate running the wireline down through the casing.
(c) The third change was to install a wireline BOP and double pack-off above the top drive in
order to seal off around the wireline.
(d) The fourth change was to add pipe-handling tools to handle casing instead of a
conventional drill string.
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3.3 Case Study
Tesco Rig 1, specifically designed as a Casing Drilling rig was used for the project. The rig
utilizes PLC controlled hydraulically powered rotating, hoisting, and pumping systems. It
was originally designed as a platform to assist in developing and testing the Casing Drilling
system. The major modifications to the rig were the addition of a second mud pump and
improvements to the well control and gas handling equipment. These enhancements assured
the rig could safely handle a large influx of gas if the well encountered a virgin pressured
natural fracture in the pay zone. This equipment also facilitated the normal handling of
reservoir gas while drilling slightly underbalanced. A newly developed Tesco casing clamp,
shown in Figure 3.1, was added to the rig to increase the ease and efficiency of drilling with
casing. Prior to this, a crossover to the casing thread was used below the top drive to screw
into the top of each joint of casing. The threads on each joint of casing were made up and
broken out before being made up for the final time, thus increases the risk of damaging the
casing threads. The casing clamp handles casing sizes from 3-1/2 to 9-5/8and eliminates
the need to make a threaded connection between the top of the casing and the top drive. It
incorporates external slips to hold the casing axially and to transmit rotational torque. An
internal spear and seal assembly provides a seal without using the casing threads. The casing
clamp is hydraulically operated with the top drive controls. After a joint of casing is placed in
the mouse hole, a protective full open thread nubbin is screwed into the box, the top drive is
extended over the mouse hole and the clamp is lowered over the top of the casing. The clamp
is activated and the joint is picked up and stabbed into the stump in the rotary table. The
connection is made-up to the thread manufacturers specification with the top drive and
Casing Drilling is resumed.
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Figure 3.1: Casing Clamp
3.4 Special Considerations
There are some additional considerations when using a top drive casing running tool and that
is with respect to the rig alignment. If the rig is poorly aligned then makeup can be difficult.
If it is known in advance that one of these tools is to be used then time can be taken to align
the rig during rig up. While CWD most operators use these tools, which are already rigged up
ready to drill the casing or ream, to make up the casing.
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Chapter 4: Casing Design
4.1 Introduction
The design approaches for casing drilling are some where similar to conventional drilling
approach. In conventional drilling engineering techniques, the casing is run after the
completion of drilling a well. The design criteria for casing in such case are mostly based on
maximum load, where emphasis is given primarily to tension, burst and collapse loads.
Considerations are also given to account the consequences of borehole stability, well control,
casing setting depths, directional planning, and bit selection. Most of these factors affecting
Casing While Drilling can be predicted with the concept of conventional drilling engineering
techniques. However, fatigue life and endurance limit evaluation for casing in case of Casing
While Drilling approach requires special consideration.
4.2 Fatigue Life Evaluation of Casing String
Despite tension, collapse and burst pressure, the successful design of the casing running
simultaneously while drilling, as known as Casing While Drilling, requires accurate
prediction of different effects primarily torque and drag, and fatigue. The fatigue failure ofcasing is occurred by repeated or cyclic loads at stress levels well below the elastic strength
of its material. The accurate evaluation of fatigue life for Casing While Drilling is a complex
task.
4.3 Loads Subjected to Casing
In order to derive the stress-life model; it is essential to consider all loads subjected to casing
during operations that may contribute to cause failures. In practice, both static loads and
fatigue loads can cause to failure of a casing string. The static loads include axial tension
load; external pressure (or differential collapsing pressure), equivalent tension from bending,
tangential shear from torsion and buckling loads. The static loads subjected a casing have
been determined on the basis of design factors being greater than some recommended values.
The design factor is defined as the ratio of a limit load to its corresponding applied load as
follows:
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DFa =yatc DFr = pycprc DFt = DFs = yrc DFvm = yvm
(1)
In Eq. 1, DFa, DFr, DFt, DFs and DFvm are design factors against axial, radial, tangential,
shear and combined loads (von Misses), respectively. One of the greatest advantages of von
Misses stress as combined stress is that the calculated stress can be compared to the yield
strength of materials resulting single equivalent design factor. Thus, DFvm takes into account
of all other loads subjected to the casing strings. The value of atc is obtained by multiplying
the total axial stress, at by the stress concentration factor Ka for axial load.
The total axial stress, atis calculated as: atc = Kaat in which;
at= a+ b (2)
a is the axial stress due to weight of casing string only and calculated as Weff/As, in which
As is the cross sectional area of casing wall and W eff is the effective tensile load that is
estimated based on the total hanging weight of casing string below the section in question,
considering the buoyancy effect exertedby drilling mud. b is the tensile bending stress
developed at the dogleg calculated by Lubinski's formula :
(3)
where E is the Young's modulus, psi; Do is outer diameter, inch; C is the dogleg severity,
radian per unit length; I is the moment of inertia of the casing section, L is the half-length of
one casing string between joints.
The conventional approach of predicting the fatigue life is based on data presented by S-N
curve, which gives the number of cycles (N) at which the pipe fails due to material fatigue for
a given repeated maximum stress level (S). The mathematical model that evaluates the
fatigue life of casing string can be developed following the local strain model based on
Neuber's rule and/or the fracture mechanics model or conventional stress-life (S-N curve)
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based mode. However, stress-life based model is simpler and provide better prediction. In
present work, the fatigue model for casing joints is developed following the stress-life model
incorporating the stress concentration factor (K).
Fig 4.1 S-N Curve
For the calculation of shear stress,t, torsional formula for a hollow circular tube can be used
as;
t= 2 (6)Where T is total torque developed during running the casing string, and J is polar moment of
inertia of casing string.
The torque developed during running the casing is caused mainly by frictional forces resulted
from contact of casing string with the wellbore. The magnitude of such frictional force is the
product of normal contact force and the coefficient of friction between the contact surfaces.
The magnitude of normal force can be calculated by:
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FN = [(Fasin)2 + (Fa + WecHsin)]
1/2 (7)
Where, Fa is the tensile force contributed from the weight of casing string can be calculated as
Fa= WecHcos (8)
The incremental torsion over a length segment is then calculated as:
T= CfFNDo/2 (9)
Where Cfis the coefficient of friction between the casing string and wellbore surface and Do
is the outer diameter of casing. The total torque required at the surface can be calculated by
summing up the incremental torques from the point of interest to the surface:
(10)
The incremental tension force due to frictional drag during sliding the casing by rotation can
be calculated as:
Fd= WecHcos CfFN
Where the plus or minus sign depends either up or down motion of casing respectively.
Fig 4.2 Forces acting on individual casing segment
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The use of casing as the drill shoe or drill bit in situ has revealed several limitationsinherent in the structure of the casing as well as the methodologies used to load and drive
the casing.
The thread form used in casing connections is more fragile than the connection used indrill pipe.
The casing connections have to remain pressure tight once the drilling process has been
completed. Additionally, casing typically has a thinner wall and is less robust than drill pipe,
especially in the thread area at both ends of the casing where there is a corresponding
reduction in section area.
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Chapter 5: Downhole Assembly
5.1 Casing While Drilling with Retrievable Drilling Assemblies
This drilling system is composed of down hole and surface components that provide the
ability to use normal oil field casing as the drill string so that the well is simultaneously
drilled and cased. The casing is rotated from the surface for all operations except slide
drilling with a motor and bent housing assembly for oriented directional work.
A retrievable drilling assembly is attached to the casing inside a proprietary profile nipple
located near the casing shoe. The casing is rotated from the surface with a top drive for alloperations except when there is a normal operational need to drill without drill string rotation.
The drilling fluid is circulated down the casing ID and up the annulus between the casing and
well bore. The drilling assembly extending below the casing usually includes an under reamer
and a PDC or roller cone pilot bit. These assemblies are retrieved with a wireline at the casing
point or at any point in the drilling process when there is a need to change drilling tools. Use
of a retrievable system is the only practical choice for directional wells because of the need to
recover the expensive directional drilling and guidance tools, the need to have the capability
to replace failed equipment before reaching casing point, and the need for quick and cost
effective access to the formations below the casing shoe.
The retrievable Casing Drilling BHA normally consists of a pilot bit with an underreamer
located above it to open the hole to the final wellbore diameter. The pilot bit is sized to pass
through the casing and the underreamer opens the hole to the size that is normally drilled to
run casing. For example, an 8-1/2 pilot bit and 12-1/4 underreamer may be used while
drilling with 9-5/8 36 ppf casing.
The retrievable drilling assembly is attached to the bottom of the casing with a special tool,
shown in Fig. 1 and referred to as the Drill-Lock-Assembly (DLA).
The DLA provides the ability to connect conventional drilling tools with rotary-shouldered
connections to the casing and facilitates running these tools in and out of the casing. It has a
relatively large, full open bore to minimize pressure losses and to facilitate any wireline
operations that might be needed for the drilling BHA suspended below the DLA.
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The retrievable BHA is attached to the casing with the DLA which axially and torsionally
locks and un-locks to the casing, seals in the casing to direct the drilling fluid through the bit,
locates the DLA in the profile without relying on precise wireline measurements, and
bypasses fluid around the tools for running and retrieving. The BHA can be run and retrieved
in deviated wells with inclinations higher than 90o and the DLA can be released with a pump
down dart before running the wireline. A releasing and pulling tool is run on wireline to
release the DLA and pull the BHA out of the casing in a single trip for vertical and low angle
wells. The wireline retrieval system can be used with 13-3/8 and smaller tools, while a drill
pipe running/retrieval option is also available for all of the tools for use in special situations.
Fig 5.1: Drill Lock assembly (DLA)
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Fig 5.2: Wireline retrievable BHA
5.2 Casing Drilling Accessories
1. Underreamers The Casing Drilling system requires that a hole enlarging tool be runbelow the casing to drill a hole large enough to provide normal circulation around the
casing. The feature of Underreamers include the assurance of smooth rotation,
minimising the possibility of leaving the parts in the hole and assuring that it get
closed when being retrieved.
Fig 5.3: Casing drilling underreamer
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2. Connections - Connections that are used in Casing While drilling have an adequateaxial load rating. Sufficient fatigue tolerance and adequate torque carrying capacity.
Multi-lobe torque ring could be inserted into buttress box for increased torque
capacity. The use of Casing Drive System reduces the risk of damaging and failure of
connections.
3. Wear Bands The Casing coupling wear generally causes by angular misalignmentof joints of casing at coupling. For protecting Casing with these wears, a wear band
is installed on casing immediately downhole of the coupling. The lower end of the
wear bands include tungsten-carbide hard facing material similar to that used for the
wear protection of drill pipe.
Fig 5.4: Wear Band
4. Centralizer or Stabilizer The main criteria for a casing drilling centralizer is that it iseconomical, rugged enough to withstand drilling forces, and it can be attached to the
casing without altering the casing performance. A centralizer with blades hydro-
formed directly on a tubular body was developed as an effective wears of centralising
the casing while drilling with it.
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Fig 5.5: Hydro formed crimp-on Stabiliser.
5. Cementing Equipment Once the retrievable drilling assembly is removed from thecasing at the casing point, there is no float equipment in place to prevent back flow of
the cement job is completed. In some cases this has been handled by holding pressure
on the casing after the cement is pumped until it is begins to set up. In other cases, a
relatively expensive composite cement retainer is run and set with wireline. Neither of
these solutions is ideal and better suited cementing accessories are being developed.
5.3 Non-Retrievable BHA
Non-Retrievable Casing While Drilling has been popularised in recent years from
operators drilling top hole sections. The high value of this technology is in reduction
of well construction costs and problem resolution in reactive formations. A non
retrievable Casing While drilling bit, the Defyer, has been successful in avoiding lost
time in penetrating these trouble zones.
In this way of drilling, the BHA is cemented in place through conventional float valve
system without additional trip. The Casing drill bits centre is an aluminium alloy
crown that is drillable using any PDC or Roller cone bits selected for the next run.
This tool utilises Casing Drive tool engaging in the casing string and transmit the
rotary torque and weight to the BHA. The drillable drill bit is made up on the Casing
string and run to bottom. Drilling commences typically with light WOB (1 5 klbs)
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and slow rotary speed (40 60 RPM). Flow rate is typically one half to two thirds the
flow normally used for the respective hole size. After the pattern has been established,
operating parameters are adjusted to optimize performance. In most previous cases, an
RPM of less than 80 RPM has delivered excellent penetration rates. Weight on bit is
adjusted by the hardness of the formation. Normal weight on bit is typically between
what would normally be run on a conventional PDC bit and a roller cone bit in the
particular formation.
Fig 5.6: Non retrievable system
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Chapter 6: Casing Drive System
6.1 Introduction
The CDS, originally designed for Casing Drilling applications, attaches to the top drive API
threaded connection and grips the casing without attaching to the casing threads. As part of
the load path it provides tensile and rotational integrity between the top drive and the casing
and includes a fail-safe system to guard against inadvertent dropping of the string.
The CDS is hydraulically actuated using a standalone hydraulic power unit (HPU) with the
operator and controls positioned near the driller. The CDS accommodates pipe sizes from 20
in. down to 412-in. with working load capacities up to 500 tons, depending on casing size.
The Link Tilt attachment provides an automated method of picking up the casing from the V
door and conveying it up into the derrick. It provides the added benefit of holding the casing
in position as the driller lowers the CDS to grip the casing, eliminating the need for a stabber
and stabbing board. Hydraulically actuated single joint elevators attached to the Link Tilt
provide further automation, eliminating a man position for latching and unlatching the
elevator. This system of tools is not only effective but comes in a kit that is highly portable
and adapts to all top drives.
The Use of Casing as the rotational drive element to rotate the drill shoe or drill bit in situ has
revealed several limitations inherent in the structure of the casing as well as the
methodologies used to load and drive the casing:
1. The thread form used in casing connections is more fragile than the connections usedin drill pipe and the casing connection has to remain fluid and pressure tight once the
drilling process has been completed.
2. Casing typically has a thinner wall and is less robust than the drill pipe, especially inthe thread are at both ends of the casing where there is a corresponding reduction in
the section area.
3. Casing is not manufactured or supplied to the same tolerances as the drill string andthus the actual diameters and the wall thickness may vary from lot to lot of casing.
Despite these limitations the casing is being used to drill bore holes effectively.
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Fig 6.1 Casing Drive System
6.2 Description of the Casing Drive System
Hence mentioned Casing running and driving system includes a spear or a grapple tool and a
clamping head integral to a top drive. In one embodiment, the axial load of tubular lengths
being added to a tubular string is held by the spear at least during drilling and the torsional
load is supplied by the clamping head at least during makeup And thereafter by the spear ,
and alternatively by the spear and/or the clamping head. The clamping head assembly may
also be used to position a tubular below the spear. In order to enable cooperative engagement
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of the clamping tool and spear such that the spear inserted into the tubular and the clamping
head are mechanically engaged with one another so that torque from the top drive can be
imparted to the tubular through the clamping head. Additionally, a casing collar and the
clamping head have external support functions to minimize the risk of deforming the tubular
when the spear engages the inner diameter of the Tubular.
The spear imparts rotary motion to the tubular forming a drill string, in particular where the
tubular are casing. A thickness compensation element is provided to enable the spear to load
against the interior of the tubular without risk of deforming the tubular.
The CDS includes a top drive suspended on a drilling rig above a borehole, a grappletool or a spear for engagement with interior of tubular such as casing and a clamping
head engage able with the exterior of the casing.
The clamping head mounts on a pair of mechanical bails suspended from a pair ofswivels disposed on the top drive.
The bails are generally linear segments having axial, longitudinally disposed slotstherein. A pair of guides extends from the clamping heads into the slots and provides
support for the clamping head.
As shown in the Figure the 6.1 pair of guides rest against the base of the slots whenthe clamping head is in a relaxed position. The guides are adapted to allow the
clamping head to pivot relative to the bails.
Bails include a pair of bail swivel cylinders connected between the bails and the topdrive to swing the bails about the pivot point located at the swivels. The bail swivel
cylinders may be hydraulic cylinders or any suitable type of fluid operated extendable
and retractable cylinders.
Upon such swinging motion, the clamping head likewise swings to the side of theconnection location and into alignment for accepting and retrieving the casing that is
to be added to the string of casing in the borehole.
The spear couples to the drive shaft of the top drive and is positioned between thebails and above the clamping head when the clamping head is in the relaxed position.
During the makeup and drilling operations the clamping head changes its position
such that the spear is in alignment with the casing; the spear then enters into the open
end of the casing located within the clamping head.
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Fig 6.2Partial cross sectional views of Spear.
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6.3 Description of the Spear (in fig 6.2)
The Spear includes a housing defining a piston cavity and a cup shaped engagementmember for engagement with clamping head.
A piston disposed within the piston capacity and actuatable therein to in response to apressure differential existing between opposed sides thereof.
A plurality of slips disposed circumferentially about the mandrel and supported inplace by slip engagement extension and connector.
The Spear enables controlled movement of the slips in the radial direction from andtowards the mandrel in order to provide controllable loading of the slips against the
interior of the casing.
The mandrel defines a generally cylindrical member having an integral mud flowpassage there through and a plurality of conical sections around which the slips are
disposed.
A tapered portion at the lower end of the mandrel guides the spear during insertioninto the casing.
An aperture forms the end of the mud flow passage such that mud and other drillingfluid may be flowed into the hollow interior or the bore of the casing for cooling the
drill shoe and carrying the cuttings from the drilling face back to the surface through
the annulus existing between the casing and the borehole during drilling.
The spear includes an annular sealing member such as a cap seal disposed on theouter surface of the mandrel between the lowermost conical section and the tapered
portion. The annular sealing member enables the fluid to be pumped into the bore of
the casing without coming out of the top of the casing.
6.4 Description and Actuation of Slips
Each of the slips includes a generally carved face forming a discrete arc of thecylinder such that the collection of slips disposed about the mandrel forms a cylinder.
Slips also include on its outer arcuate face a plurality of engaging members which incombination serve to engage against and hold the casing or other tubular when the top
drive is engaged to drill with casing.
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The position of the slips relative to the conical sections on the mandrel is directlypositioned by the location of the piston on the piston cavity.
The Slips also include a plurality of inwardly sloping ramps on their interior surfacesthat are discretely spaced along the inner face of the slips at the same spacing existing
between the conical sections on the mandrel.
In a fully retracted position of the slips, the greatest diameters of the conical sectionsare received at the minimum extensions of the ramps from the inner face of the slips
and the minimum extension of the conical sections from the surface of the mandrel
are positioned to the greatest inward extension of the ramps.
To actuate the slips outwardly and engage the inner face of a section of the casing, thepiston moves downwardly in the piston cavity, thereby causing the ramps of the slips
to slide along the conical sections of the mandrel thereby pushing the slips radially
outwardly in the direction of the casing wall to grip the casing.
6.5 Casing Running Process
Individual joints of casing are positioned in either the V-door or pick-up machine inconventional manner. As the drillers lowers the block to run a joint that has just been
made up, the operator manipulates the single-joint elevator-link tilt to position the
elevators to catch the next joint of casing in the V-door.
Then the driller remotely latches the elevators on the new joint from the operatorsconsole. These elevators open wide enough and have sufficient power to latch onto
the casing even if it is not in line with the elevator.
The drive tool is relieved from the stump in the rotary table and the next joint to berun is hoisted as the driller runs the blocks up the derrick.
Once the joint is raised sufficiently, the casing running operator rotates the link tilt toswing the new joint of casing over the stump in the rotary table. The pin end of the
rotary table is usually tailed into the well center by a rope in the conventional manner.
The pipe protector is removed and the joint is doped and stabbed into the stump box.Then the tool is lowered into the top of the joint, and the running tool slips are
activated.
The link tilt and elevators include features that facilitate holding and positioning theupper end of the casing correctly for the drive tool to be stabbed easily and aligning
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the casing with the stump in the slips. The feature is more effective than a human
stabber and eliminates the need for a person to work in the derrick.
The joint is then made up with the top drive to the appropriate torque. Rotation for theentire process is applied smoothly with the top drive to makeup the casing without
creating bending forces at the threads.
Torque/Turn measurements can be made and recorded, if desired, by the operator.The Stump can be restrained from rotation by power slips or by tongs until sufficient
weight (approximately 10 joints) is run so that conventional slips provide adequate
torque restraint.
Only two people are required to rig up the equipment and operate it during a casingrunning job. Once the equipment is rigged up, the operators take turns operating the
controls to stay alert and attentive to the repetitive casing running process.
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Chapter 7: Drill Bits
7.1 Introduction
When casing is used as the drill string, any downhole equipment has to be removed as an
obstacle from the interior of the casing before the next smaller diameter casing and drill bit is
sent to further drill the borehole.
There are two mainstream Casing While Drilling (CWD) used in the industry, namely,
retrievable and non-retrievable systems, sometimes referred to as the latch system and cement
in place system respectively. The latch system as the name indicates locks the bottom holeassembly (BHA) to the end of the first casing string that goes into the borehole. When the
desired casing depth is reached, the BHA is retrieved by a wireline to the surface. And the
drilled depth is cemented. This system uses conventional drill bits as there is no special task
for the drill bit to carry out. The rotary motion to the drill bit is supplied by either a top drive
assembly or a motor attached to the bottom hole assembly.
The other method is the cement in place method, in this method the drill bit is left in the
bottom hole and a second drill bit drills through it and continues drilling further into the
formation.
The main qualities expected from this kind of drill bits are that they should be drillable and
durable. Achieving both these conditions is a very difficult and complex task. There is always
a tradeoff between the two, if the drill bit is drillable and a soft material is used to
manufacture the drill bit, the drill bit will wear out very quickly as the formation grinds
against the body of the drill bit. On the other hand, if a drill bit is designed to be durable;
drilling through it to continue further drilling into the formation becomes a difficult task. The
drill out bit that is used will wear out while drilling a harder, more durable bit and will have
to be replaced by another bit, making this a costly method, and negating the economic
benefits of the CWD process.
To balance these two requirements of drillable and durable bit, a few bit designs have been
suggested and implemented in the industry. One design is as follows; an aluminum body with
displaceable PDC cutting structures, this design is widely used.
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7.2 Drillable Drill Bit Design
7.2.1 Body Portion
Fig7.1 describes the body of a CWD drill bit, the structure of the drill bit and its various parts
are described in the figure. A detailed explanation of the various parts and their uses is given
below.
A drillable body portion is attached to the casing shoe, this drillable material isnormally an aluminium alloy, over this body potion there are several cutting
structures or blades that are fixed to the body in the notches that are incorporated in
the design of the body portion. The body portion consists of a main counter bore, which generally ends at a conically
concave base from which a mud bore extends inwardly into the backup portion of the
body portion which limits the deformation of the drilling sleeve during drilling
operations. The mud bore splits into a plurality of mud passages, which terminate at
the lower portion of the body portion. The mud bore also consists of a tapered seat
section, into which a ball may be seated.
The outer surface of the body portion consists of right circular outer face, and an end
portion which is profiled and machined to receive a portion of the blades.
The outer face of the body includes, at the opening of the counterbore, an extendinglip, which sealingly or substantially closely fits to the major diameter of the major
diameter bore, as well as at least one axial slot extending along the outer face from the
end portion.
A pin is secured within the sleeve and extends into the slot and serves to prevent therotation of the body portion when another drill bit is used to drill out the body portion
of the drill bit in use.
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Fig 7.1 Interior of body portion of CWD bit
7.2.1.1 Blade and Cutters Structure
The cutters are configured on blades and attached to the surface of the body portionby notches.
The base of the blades consists of projections and slots to fix the blade to the surfaceof the notch. The projections and slots also help in maintaining the blade in the notch
by not allowing the blade to move when the cutters come in contact with the
formation and the drilling procedure begins.
Generally, the blades are received within a profile which extends along the outersurface of the sleeve and the base of the body portion. An exemplary profile is a
notch which is configured to interact with the blade to keep the blade in position on
the bit during drilling operations.
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Each blade is made of a single length of steel, or similar material having theproperties of high strength, rigidity and ductility, it is bent to form opposed first and
second linear section which are interconnected by curved shoulder segment. A no. of
cutters is located on the outer surface of the blades, to be engaged with, and cut into
the formation to be drilled.
Fig 7.2 OUTER SURFACE OF CWD RILL BIT
7.2.1.2 Forces Acting On Blades and Cutters during Drilling Operations
When the drilling operation begins and the drill bit moves along an axis, the bladesengage with the formation by an outward movement. There is a force being subjected
on the blade by the formation, which pushes the blade inwards, this force tends to
cause the blade to rotate within the notch.
The configuration of the multifaceted base of the blade and the notch are specificallydesigned to counter these forces and to keep the blade in place within the notch.
As the loading occurs, the sidewall of the blade is pushed against the side face of thenotch, the first face of the projection on the notch bears against the adjacent flanks of
the slot on the blade to provide lateral support against the primary load of the
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formation, simultaneously, the face of the projection on the inside of the notch, bears
against the coupled moment due to the loading of the blade at the cutters, against the
second projection face of the blade, and each of the faces of the blade are loaded with
the moment against their respective compression faces on the notch, which prevent
the movement of the blade within the notch.
Fig 7.3 Components of the blade
The blade geometry, in addition to the blade profile, helps in maintaining the blade onthe sleeve.
During the drilling operation, the entire length is never engaged with the formation,specific parts of the first and second linear section are engaged at particular instants of
time.
The standoffs on the sleeve of the drill shoe, allows the cutters on the first linearsection of the blade to penetrate the formation to a certain extent. When the drill bit is
pushing against the bottom of the borehole, the secondary section will be engaged
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with the formation and other sections may not be engaged. Thus, the forces will be
imparted on the second linear section of the blade, tending the blade to tip in the
notch. To prevent this from happening, the included angle of the blade, as shown in
the above figure is kept less than 90o, also the first linear section and the shoulder
segment act as levers and prevent the second linear section from tipping in the notch.
7.2.2 Drill-out, drill ahead
The smaller, conventional bit used for drill-out must not sustain significant damagethat would compromise continued drilling. A damaged drill-out bit can reduce ROP in
the next hole section, or may have to be tripped and replaced.
Damage to the drill-out bit is a particular issue when using a conventional PDC casing
bit. In addition to the problematic brittleness of PDC cutters, damage can occur when
the cutters chemically react with the iron at high temperatures and revert to graphite.
The balance between durability and drillability has been sought with two basicdesigns: an aluminium bit with a displaceable PDC cutting structure mounted on steel
blades, and a steel alloy bit with a fixed PDC cutting structure.
Both designs have limitations. Aluminium CWD bits, which displace the cuttingstructure by pressuring up on a dropped ball and leave only an aluminium plug to be
drilled out, are complex, expensive, and limited to formations under 15,000 psi UCS.
Steel alloy CWD bits are fundamentally a conventional steel-bodied bit designmodified to be somewhat drillable. These bits depend on the strength of the steel to
reduce the amount required in the drill-out path. Because they are single-piece steel
alloy bodies with no moving parts they are easy to manufacture. But they still have a
significant amount of steel in the drill-out path.
7.3 Prototype Development
Several key design requirements were addressed when developing the subject CWD bit.
Full PDC cutting structure with the ability to drill long intervals in hard, abrasive
formations
Fixed, non-displaceable cutting structure
Sufficient blade stand-off to limit potential for bit balling when drilling sticky shale/clay
formations
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Must be easily drillable with any conventional PDC or roller cone bit, without the need
for a custom drill-out bit
Field replaceable, drillable nozzles.
The position of each PDC cutter is optimized to provide an even wear distribution over
critical areas of the bit. The blade count and cutter size can be tailored to drill specific
intervals and formation types. Wear rate models are used to help ensure that the cutting
structure is capable of drilling the required interval, without adding excessive cutters
inside the drillout path.
The resulting Casing while Drilling bit is shown in Figure 6. This tool incorporates a
full PDC cutting structure which is brazed to steel rails (one rail for each blade of thebit). The thickness of the steel rails is sufficient to retain the PDC cutters during drilling
operations, while keeping the amount of steel in the drill-out path to a minimum. The
nose and blades of the CWD bit are manufactured from a drillable aluminium alloy.
The steel rails and PDC cutters are mechanically locked to the aluminium blades. This
provides a rigid support structure, enabling the blades to drill hard formations, without
hindering the drill-out process.
The PDC cutters and rails are supported by drillable aluminium blades, as opposed to
steel alloy blades. Because of this, the amount of blade stand-off can be increased to aid
in cuttings removal, without the negatively affecting drill-out performance. This feature
can be very beneficial when trying to limit the potential for bit balling in clay/shale
formations.
The aluminum surfaces are protected with a high velocity oxy-fuel (HVOF) tungsten
carbide coating to limit fluid erosion. This relatively simple, but rigid design has only a
small amount of steel in the drill-out path. As a result, it can be easily drilled-out with
any conventional PDC or roller cone bit. Laboratory and field testing has shown only
minimal damage imparted to the PDC cutting structure of the drill-out bit after drilling
through the subject casing bit.
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Fig 7.4: Prototype Design for PDC Drillout Bit
7.4 Lab testing, field trialsLaboratory and field testing has shown good ROP and minimal damage to the PDC
cutting structure of the drill-out bit after drilling through the subject casing bit.
A drill-out test was conducted from a test rig to evaluate performance of a 13 3/8 x 16-
in. prototype bit with four blades and 16-mm (0.63-in.) PDC cutting structure and using
a conventional PDC bit. The unworn DPA prototype was drilled out in 15 min without
significant damage to the drill-out bit.
Successful testing led to field trials in Malaysia where the operator had extensive CWD
experience with steel alloy casing bits. In these applications, the PDC drill-out bits
exhibited severe wear after drilling through the CWD bit and the following interval of
medium soft formations inter-bedded with hard stringers.
Drilling out the shoe track, steel alloy casing bit, and new formation typically required
one PDC bit per trip. An easier, less-damaging drill out was sought.
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For the CWD bit run, a total 41 casing joints were drilled for 341.5 m (1,120.4 ft) to the
planned depth of 497.5 m (1,632.2 ft). The DPA bit was rotated 6.56 hours for an
average on-bottom ROP of 48.4 m/hr (158.8 ft/hr) for the entire interval, including the
hard stringers. The high ROP indicates the PDC cutting structure remained sharp, even
after drilling out the 20-in. shoe track and a previously cemented 20-in. casing bit.
A conventional PDC bit was used to drill out the 13-3/8 in. shoe track and the drillable
casing bit. It then continued drilling 1,488.5 m (4,883.5 ft) of new formation at an
acceptable ROP.
The CWD bit took only 12 min to drill out. Aluminium and steel shavings from the
casing bit were collected from the shale shakers but no PDC cutters were found. It issuspected that the PDC cutters from the drillable bit were either pushed into the
borehole wall or were fractured into smaller pieces and circulated to surface.
Two additional wells were drilled with the same bit design and they achieved even
higher ROP. The DPA bits averaged an overall ROP of 59 m/hr (193.5 ft/hr) or 52%
higher than the average 39 m/hr (128 ft/hr) ROP achieved with steel alloy CWD bits.
Normalizing the performances of both bit types more than 400 m (1,312 ft) shows the
new bit design saved 3.5 hoursequivalent to $35,000 on $240,000 rig spread cost.
7.5 Drill-out Performance Comparison
Ease of drill-out is one of the most sought after properties of any non-retrievable casingbit. Important factors to evaluate are: the time required to drill through the cemented
CWD bit, the dull condition of the drill-out bit, and the size of the debris from the
CWD bit.
The drillable design provides for exceptionally fast drill-out times in the region of 10minutes, using conventional oilfield PDC bits.
There is no need for a specialized/custom PDC drill-out bit, as is evidenced by the gooddull grade condition of the drill-out bits. To date, only one of the new, drillable CWD
designs has been drilled-out with a roller cone bit.
Although seemingly lacklustre compared to PDC drill-out time, the 110 minute drill-out time is significantly faster than the average 192 minutes required to drill through a
steel alloy CWD bit with a roller cone bit. The size of the debris recovered from the
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new CWD bit was generally small and in no occasion has caused drilling issues in the
next hole section.
7.6 Conclusions
Conventional PDC drill-out bits can sustain severe cutter damage when drilling througha steel alloy CWD bit. The damaged cutting structure can result in poor drilling
performance when drilling subsequent hole sections.
Minimizing the amount of ferrous (steel alloy) and PDC material in the drill-out pathsignificantly reduces the amount of time required to drill through the casing bit. In
addition, less damage is imparted to the drill-out bit.
The newly developed drillable PDC CWD bit provides comparable or better drillingperformance than steel alloy CWD bits used in offset wells.
The subject drillable PDC casing bit can be quickly drilled-out with a conventionalPDC bit in less than 15 minutes.
After drilling through the subject CWD bit, only minimal damage was imparted to thedrill-out bit. There is no requirement for a specialized drill-out bit or a dedicated drill-
out / mill-out run.
The newly designed casing bit can also be drilled out with a conventional roller conebit; however PDC drill-out times are significantly faster.
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Chapter 8: Plastering Effect
8.1 Introduction:-
Particulate lost circulation material (LCM) effectively prevents fluid loss to the formation.
With Casing Drilling, it is possible to drill through low pressure permeable formations with
reduced mud loss and minimized usage of particulate LCM.
The Casing Drilling process grinds drill cuttings as they travel up the annulus andcreates a larger particle size distribution (PSD) profile than conventional drilling
operations.
These finer cuttings are subsequently smeared into the wellbore face by themechanical contact of the large diameter casing with the borehole wall.
The result is a very high quality, tight, thin, almost impermeable mud cake thatisolates the formation from the wellbore.
The PSD analysis reveals that the smaller size and wide range of Casing Drilling cuttings
make it possible for these particles to readily adhere to the wellbore;
This helps seal the pore spaces of the formation and Prevent further solids and filtrate invasion.
Pore throats can most effectively be plugged when the cuttings are in the proper micron size
range as any possible gap between the mud and cuttings PSD can be covered by adding
minimal amounts of properly sized lost circulation materials.
Casing Drilling has proven to be a unique approach in tackling formation damage due to the
drilling process.
The qualitative and quantitative analysis of plastering effect will be discussed in further
chapters.
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Chapter 9: Cementing
9.1 Introduction
Casing while drilling (CWD) is an emerging technology being introduced in different areas
around the world. This new configuration, where the casing is used as a drillstring, presents
new challenges for primary casing cementing operations compared to the conventional
cementing operations. A full understanding of the required changes of the cementing
methodology from conventional drillpipe drilling operations can contribute to the success of
any CWD campaign.
CWD cementing differs from conventional cementing practices because it is impossible to
use standard centralizers attached to the casing while drilling because of extended and faster
casing rotation. When more than one bit is required to reach the next casing point, CWD
requires full-bore casing access to pull and run bottomhole assemblies (BHA) through the
casing. In these instances, conventional floating equipment cannot be used. Wireline logging
is normally conducted in cased hole after the cementing job. The cement volumes are
calculated with a cement excess factor instead of a caliper log.
9.2 CWD differs from conventional cementing practices in several ways.
1. The use of casing attachments, such as centralizers, to provide good pipe standoff.During CWD operations, centralizers are required to be robust enough to drill the
entire openhole section while withstanding the pipe rotation when drilling for
extended periods of time. This\ casing hardware must keep its standoff capability
while staying in place and in one piece.
2. The float equipment is different than that used in conventional cementing operations.Where the possibility exists for more than one bit to reach the next casing point, CWD
must allow full-bore casing access. To pull and run BHAs with wireline instead of
pulling out the complete casing string by single joints, this full-bore access is
required. In such cases, the float equipment is installed once the casing reaches thecasing setting depth.
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3. When installing the floating equipment with casing on bottom, the float equipmentwill be exposed to high circulation rates for considerable time while drilling the entire
hole section. Damage to the floating valves can be expected.
4. The cement volume for the surface, intermediate, and production casing jobs isestimated using a cement excess value. In CWD, wireline logging for formation
evaluation is often conducted in cased hole after the cementing job, so caliper log
information is not available. If caliper hole size or openhole evaluation is required, it
may be obtained with normal openhole logging equipment once the casing is pulled
out of the previous shoe
9.3 Centralization in CWD
In CWD operations, standard bowspring or welded-body centralizers are not recommended.
The casing string will be subjected to longer and faster rotation while drilling the entire
openhole section, and standard centralizers are not suitable for these conditions. They may
cause severe wear damage and may lose their original placement, decreasing pipe
centralization. In addition, these standard centralizers attached to the casing can be lost in the
hole, causing additional problems when drilling ahead.
In CWD, there is no option to place any type of centralizers with an OD larger than the gauge
hole size. Bow- type centralizers are desirable where washouts are expected because they
provide restoring force to centralize the casing in the hole. The bows on this type of
centralizer have lower resistance to casing rotation. A good mud system is essential to
minimize the hole washouts. If washouts are unavoidable, the reduced pipe standoff should
be compensated by enforcing other best cementing practices, such as providing good mud
properties, pumping rates, spacer design, etc.
9.4 Floating Equipments used in cementing in CWD
The use of standard floating equipment installed when the casing string is run will not be
suitable when using retrievable CWD tools due to the requirement for full casing-bore access.
After pulling the BHA at TD, the casing is now ready to set float equipment. The float
equipment needs to be easy and fast to set, and it must be reliable and easy to drill out.
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In this operation, the advantage of installing the floating device just before the cementing job
is to help prevent the potential erosion and failure of the floating valves during the 3-7 days
of drilling while maintaining the option of retrieving the BHA via wireline. This floating
assembly cement retainer packer is normally set in the middle of the second joint to provide a
shoe track volume.
The cementing wiper plugs are the same as used in conventional cementing jobs and the
bottom and top plug will land on top of the floating assembly. When cementing
intermediate casing, the plugs are released on the fly with cement on top to facilitate the
drillout process. For the 4 -in. casing, the lines are washed clean before displacement, and
the plugs will not be drilled out.
A relatively new approach to install float equipment when using CWD has been the
development of a pumpdown float. The pumpdown float is preinstalled into a pup joint of
casing, then made up to the string on surface. It is then pumped down the casing string, where
it will locate and land in a profile nipple placed in the casing string close to the end of the
casing. Though this tool is available, it has not had enough runs to be proven reliable.
9.5 Cement excess for casing while drilling
When openhole logs are not required in the production hole, evaluation logs could be
performed on cased hole. This method is used to save the involved time to trip the casing in
and out to the previous casing shoe by casing singles. Under these circumstances, caliper log
information is normally missing for the calculation of the cement volumes. The cement
excess factor has been defined from offset wells drilled conventionally with drill pipe where
caliper logs are normally available. The cement excess factor has been verified by the top of
cement on the CBL log runs to evaluate the zonal isolation.
For the surface or intermediate casing cement volumes, the cement excess factor is defined
with the same experience factor used for any DP drilling operation. The use of oil-based mud
on the production hole section contributes to the improved hole geometry, and minimum
wash out are normally observed. This factor will help on the casing standoff considering the
lack of bow-type centralizers. If the cement excess needs to be defined or verified, fluid
markers or liquid calipers can be considered
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9.6 Other Best Cementing Practices for Casing while Drilling
Most of the best cementing practices do not differ from conventional drilling and CWD once
the casing is on bottom and ready to cement. Spacers and flushes are effective displacement
aids because they separate, unlike fluids, such as cement and drilling fluid, and enhance the
removal of gelled mud, allowing a better cement bond. Spacers can be designed to serve
various needs.
Compatibility of the drilling fluid/spacer interface as well as the compatibility of the
spacer/cement slurry is of prime importance. There are no additional considerations for
spacers for CWD as compared to conventional cementing operations, such as mud erodability
or removal capacity, contact time, spacing between mud and cement, compatibility with the
drilling fluid, and density.
Similar to cementing wells drilled conventionally, the condition of the drilling fluid is one of
the most important variables in achieving good displacement during a cement job. A fluid
that has excellent properties for tripping and running casing is generally inappropriate for
cementing purposes. Low rheology and gel strength is always desirable for cementing. CWD
reduces the total amount of static time for the mud in the annulus because there is no tripping
time to pull out of the hole with the drilling string, and the casing is already on bottom when
TD is reached. The best fluid for cementing is already in the hole with no additional
circulating and conditioning time needed. CWD potentially reduces the amounts of gelled
mud in the hole before cementing.
Decreasing the filtrate loss into a permeable zone enhances the creation of a thin filter cake.
A high fluid loss creates a thick, highly gelled mud layer immediately adjacent to the
formation wall that is difficult to remove without mechanical or chemical intervention. The
fluid loss of the mud should be minimized before running casing and cementing.
At last the major factors contributing the success on the cementing operations are:
1. Proper centralization is obtained using helical and hardface blade centralizers,withstanding the longer and faster casing rotation while drilling the entire open hole
section.
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2. The crimping process has provided a strong attachment of the centralizer to the bodyof the casing capable of keeping the original placement even under high-torque
situations.
3. The modifications on the cement-retainer packer designs have provided a suitableoption for CWD operations, allowing the retrieval of the BHA and reducing the
exposure of the floating valve to the drilling mud and reducing the risk of failure.
4. The cement volumes are normally defined by cement excess factor over gauge holesize because caliper log information is not frequently available. The cement excess
has been well defined by the caliper log information and the identified top of cement
on the offset wells.
The zero free water and low fluid loss cement designs for the 4 -in. production casing jobs
have been successfully pumped through the bit nozzles, and there have been no indications of
cement dehydration on the performed jobs.
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Chapter 10: Downhole Problems and Solutions
10.1Mechanical Problems:10.1.1 Casing Thread Damage
Casing threads are typically finer and more delicate than tool joint threads. Casing
threads are cut on relatively thin walled tubulars, relative to drillpipe, and are required to
carry large axial loads. Upset pipe ends increase connection costs and reduce annular
clearance, therefore most high capacity casing connections use a low profile, short pitch
thread with a low angle load flank. As a result, casing threads are generally finer than drillpipe threads. These factors make casing threads more susceptible to damage than drill pipe
threads, particularly during initial engagement. Even if threads are not damaged during
engagement, casing connections are less durable than drill pipe connections. The most
obvious is wear and damage resulting from engagement with a crossover sub between the
top drive and casing thread. Transferring full make-up torque through the casing thread
effectively applies one make/ break cycle to the connection before it reaches the rig floor.
Even if crossover thread interference is reduced to minimize sliding distance under load,
substantial thread contact loads are required for torque transfer. Crossover thread damage is
transferred to the casing thread, thereby reducing thread durability and increasing the chance
of making a bad connection.
The second damage mechanism occurs at the point of initial thread engagement. Casing
threads are most vulnerable to damage at this point because misalignment causes localized
contact between pin and box thread corners (the transition from crest to flank) to contact,
as shown in Figure 1.
The third common source of casing thread damage occurs when threads are engaged
and rotated while misaligned. Although contact stress is reduced when thread flanks are
engaged, the combination of stress and sliding distance is sufficient to induce thread
damage, as in fig 2.
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Fig 10.1: Thread corner contact Fig10.2: Premium connection threads and sealdamage
Solutions for Casing Thread Damage
Casing thread damage is best managed by minimizing externally applied loads.
Stabbing loads, side loads and bending, particularly during initial thread engagement, are the
most common causes of thread damage. These loads can be effectively managed with
equipment that provides freedom of movement where necessary and isolates casing threads
from stabbing loads.
Casing thread loads can be relieved either by careful alignment or providing freedom
for the top of the pipe to move off the top drive axis. This allows pin and box thread axis to
self-align as con- trolled stabbing loads are applied. Bending loads resulting from rig
misalignment and out-of-straight pipe are effectively managed in this manner.
Side loads resulting from off-axis torque transfer are near-zero when casing threads are
initially engaged because applied torque is very small. These side loads become large only
when threads are fully engaged and make-up torque becomes large. Fully engaged threads
are well suited to reacting side loads without incurring damage.
10.1.2 Make-Up Monitoring and ControlCasing connections must be made up to an appropriate degree to ensure structural
integrity and seal ability consistent with the design intent. Makeup specification varies
between connections. Most premium connections utilize a sealing mechanism that depends
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on precise damage free engagement of the pin and box for maximum seal reliability.
Premium connection make up must therefore be performed with care and strict adherence to
specified procedures.
10.1.2.1 Monitoring
Premium connection makeup is typically monitored and recorded to detect damage and
create a record documenting final assembly of each connection. This documentation serves
two primary purposes: verification of connection make-up and demonstration of compliance
with recommended practices. Measurement of applied torque, connection rotation or turns
and time are the most common recorded parameters.
10.1.2.2 Control
The physical process of connection make-up must be con- trolled within acceptable
limits to minimize the chance of inducing damage. Galling of mating surfaces is the primary
source of connection damage and is affected by several factors controllable at the field
level. Some are well known, but others are taken for granted in conventional casing running
operations and if ignored, reduce the chance of success.
Well-known parameters that must be controlled during connection make-up are:
Connection cleaning and lubrication;
Rotation speed and,
Applied torque.
The first two parameters are easily satisfied during top drive casing running operations,
but control of applied torque is a more complex challenge. Cleaning and lubrication ensure