lecture 13 (Drilling Problems)

Drilling Problems

13 Drilling Problems
About this chapter
The development of new technologies in the past 10 years, like the MWD systems for
real-time surveying, steerable systems for an effective control of trajectory, PDC bits for
efficient drilling of long sections, mud and hydraulic systems for improved control of
hole cleaning and borehole stability, etc. have transformed directional drilling into a
common practice.
There are a few serious problems which may arise during the course of drilling a
directional well. The probability of certain drilling problems arising (e.g. differential
sticking) is increased by virtue of the well being deviated. The causes and implications of
differential sticking are discussed here, as well as solutions and possible preventive
measures. This is very relevant to the DD, particularly in areas which are prone to
differential sticking.
Dog legs and key seats are discussed here in detail. As mentioned elsewhere in this
manual, it is the DD’s responsibility to ascertain the client’s limit on dog leg severity at
the beginning of the project. The consequences of high dog leg severity at a shallow
depth often do not become apparent until much deeper in the well.
Problems caused by borehole instability due to poor hydraulics and mud conditioning are
outlined. Increases in Drag, particularly when drilling with a PDM, directly concern the
DD. In high-angle wells, it often becomes very difficult to "slide".
Objectives of this Chapter
On completing this chapter the directional driller should be able to do the following
exercises:
1. Describe the main causes of differential sticking.
2. Explain how the API Filtrate (Water Loss) influences the chances of getting
differentially stuck.
3. Describe the precautions the DD should take or recommend when about to drill in an
area known for differential sticking.
4. Explain why the chances of borehole instability are influenced by hole inclination.
5. List the drilling (and other) problems arising from high dog leg severity in a deviated
well.
6. Explain what the DD should do if his survey indicates an unacceptably-high dog leg
severity in the interval just drilled.
13.1 An Overview
The development of new technologies in the 80’s, like the MWD systems for real-time
surveying, steerable systems for an effective control of trajectory, PDC bits for efficient
drilling of long sections, mud and hydraulic systems for improved control of hole
cleaning and borehole stability, etc. have transformed directional drilling into a common
practice.

But, if we compare the performance and drilling conditions of vertical and directional
wells, it is possible to identify some particular problems related to deviated boreholes. In
this chapter we analyze the most common directional drilling problems and possible
solutions.
13.1.1 Differential Sticking
Differential pressure sticking occurs only across a permeable zone, such as sand. One or
a combination of the following mechanisms will be responsible for sticking:
·  Pipe sticking occurs when part of the drill string rests against the wall of the
borehole, which is the case in directional wells, imbedding itself in the filter
cake. The area of the drill pipe in contact with filter cake is then sealed from the
full hydrostatic pressure of the mud column.
·  The pressure difference between the mud column pressure and the formation
pressure acts on the area of the drill pipe in contact with the filter cake to hold
the drill pipe against the wall of the borehole.
Overpull due to differential pressure sticking can be calculated from the product of
differential pressure, contact area, and a friction factor as follows:
Overpull = (Mud Pressure - Formation Pressure) xContact Area x Friction Factor
where
Overpull (lbs.)
Mud Pressure (psi)
Formation Pressure (psi)
Contact Area (sq in)
Friction Factor (no unit)
Example: If there is a 6 ppg differential pressure across a sand at 7000 ft. T.V.D.
(Mud Pressure - Formation Pressure) = 0.052 x 7000 x 6 = 2184 psi.
Say we have a contact of 3 inches of drill collar circumference across a sand which is 10’
thick. That gives a contact area of 360 square inches. From experience, the friction
factors vary from 0.15 to 0.50. We will use 0.15 for this example.


An extra overpull of 118 lbs. on top of the normal friction in the wellbore can easily
mean the difference between being free and being stuck. This example also used a
relatively thin sand of 10 feet.
We should actually use the projection of the contact area onto the horizontal plane to be
precise. This is more difficult to visualize and is not used here for simplicity.









 ·  Chemically active formations
·  Overpressured formations
·  High dip sloughing
·  Unconsolidated formations
·  Mobile formations
·  Mechanical Stability
The behavior of vertical and directional wells in the first 5 cases above is similar; they
are controlled with the implementation of the correct mud system and operational
procedures.
The formation mechanical stability is a concern when drilling directional wells in general
and high inclination or horizontal wells in particular. When a borehole is drilled, the
process may be thought of as one of replacing the rock which was originally in the hole
with drilling mud. This causes a disturbance to the in-situ stress state local to the hole
because a column of rock which supported three, probably different, principal stresses
(three axes, i.e. two horizontal and one vertical) is replaced by fluid in which the three
principal stresses are equal and, typically, lower than any of the stresses in the original
rock column. Unbalanced conditions will generate borehole problems; lost circulation or
hole instability problems (e.g. sloughing or caving). The directional drilling plan,
deviation and azimuth, is a very important factor in the borehole stability.
Over the last years the industry has studied the borehole stability process to define, at the
planning stage, the borehole stability problems that would be faced during the actual
drilling operation. The intention is to identify the in-situ stress state where the well is to
be drilled, to calculate the stresses that will occur at the borehole wall when the well is
drilled and to substitute the borehole wall stresses into shear and tensile failure criteria to
see whether failure occurs. It was found that for a particular formation the upper and
lower formation stability limits (fracture initiation pressure and sloughing/caving
pressure) are greatly affected by the hole inclination and azimuth.






 
This figure shows the formation behavior, for a set of given conditions, changes with the
hole inclination. It is possible to see that safe drilling conditions are achievable in
inclinations up to 60º. Beyond that point, unstability situations would be unevitable.
The same type of analysis can be done for a well to be drilled; knowing the lithology,
formation characteristics and borehole trajectory, a set of plots can be generated:
This type of representation consists of three tracks: the first track gives the mud weight
which causes tensile failure of the borehole, that is the fracture initiation pressure (FIP);
the second track gives the maximum and minimum mud weights which can be used in
the hole without causing shear failure of the walls; the third track combines the FIP and
the shear failure limits on mud weight to give the maximum and minimum mud weights
which can be used to drill the well. It is possible to see that a vertical well can be drilled
without any borehole stability problems within a wide range of mud weight values;
however, at 50 inclination the operation becomes risky, because of a narrower safe mud
weight range and a totally unstable ledge at 2672m.
13.1.2.1 Warning Signs
1. Formation stability problems in previous wells.
2. New directional well with higher inclination than normal.
13.1.2.2 Stuck Pipe Identification
1. Use of electric logs for formation stability problem identification.
2. Planning phase.
13.1.2.3 Preventive Actions
1. Plan borehole trajectory, inclination and azimuth, within a safe range.
2. Follow a pre-planned mud program.
3. If totally unstable formations are identified, have a contingency plan (short trips,
mud lubricity, etc.)
13.1.3 Dog Legs and Key Seats
In order to drill a directional well it is necessary to make controlled dog legs to change
borehole trajectory to reach a desired target. Dog legs are necessary but, simultaneously,
they have been recognized as a major contributing factor for drilling, logging,
completion and production problems, for example.
·  High friction factors while drilling and tripping (torque and drag).
·  Key seats.
·  Failure of drill string components due to excessive reverse bending.
·  Casing wear.
·  Extra time to run wire line logs
·  Problems to run casing and ECP.
·  Bad cement bond on dog leg high side.
·  Difficult to set mechanical production packers.
·  Reduced life time of tubing and sucker rods.
When a deflecting tool is run in the hole, the directional driller must have permanent
control of the dog legs being generated, in order to take immediate remedial actions to
correct unexpected high dog leg values before continuing to drill. Once a high dog leg
has been created, efforts must be made to reduce the dog leg before drilling ahead.
In this section, the drilling related problems are analyzed.
13.1.3.1 High Friction Factors While Drilling and Tripping
Friction factors are used to evaluate the planned maximum drilling and tripping stresses
while rotating or sliding, to be able to select the proper components to drill the well. Any
deviations from the plan, by making higher dog legs, could result in stopping the drilling
operation without reaching the desired T.D.; this is particularly important in extended
reach and horizontal wells.
The value of the dog leg is defined by the combination of several factors:
·  Deflecting tool configuration (bent sub/housing angle, distance between
stabilizers).
·  BHA design.
·  Drilling parameters.
·  Formation characteristics (dip angle, formation strength, compactation,
stratigraphy).
·  Borehole trajectory (inclination and azimuth)
Not all the factors are under our control. Formation characteristics can be estimated, but
they are an unknown until we drill them. For this reason, sometimes higher than expected
dog legs are obtained from a planned BHA, generating more drag and torque.
13.1.3.2 Warning Signs
·  Unexpected changes of borehole trajectory (inclination and/or azimuth).
13.1.3.3 Preventive Actions
·  Make a comprehensive plan, including torque and drag simulation.
·  Use previous directional wells data in the same area to identify possible dog leg
problems.
·  MWD surveys help to detect immediate borehole trajectory changes, so
immediate remedial action should be taken.
13.1.4 Key Seats
Dog legs, even severe ones, do not cause immediate problems as the drill collars are
under compression and accommodate themselves to the new trajectory A key seat is
caused by the drill string in tension, normally drill pipe rubbing against the formation in
the dogleg. If the lateral force at the contact point between the drill string in tension and
the formation is larger than the formation strength, the body and tool joints of drillpipe
start wearing a groove into the formation about the same diameter as the tool joints. The
wear is confined to a narrow groove because the high tension in the drill string prevents
sideways movement. During a trip out of the hole, the BHA may be pulled into one of
these grooves, which maybe too small for it to pass through (see diagram below).
Key seats are associated with doglegs, as the drill string will be forced into contact with
the formation. The more severe the dogleg and the higher it is up the hole, the greater the
side load will be and so the faster a key seat will develop. Other than doglegs, ledges are
features which provide points of continuous contact. Further variations include key seats
at the casing shoe, where the groove is made in metal instead of rock. Development of
key seats is dependent upon the number of rotating hours and the formation strength.



13.1.4.1 Warning Signs
·  Large doglegs at shallow true vertical depth compared to T.D.
·  Sticking will occur while tripping out.
·  Overpull likely to be erratic as tool joints pass through key seat.
13.1.4.2 Stuck Pipe Identification
·  First large OD section of BHA reached dogleg.
·  Circulation unaffected.
·  Rotation may be possible.
13.1.4.3 Preventive Actions
·  Planning:
– Avoid severe doglegs. Directional driller should be given maximum dogleg
tolerances vs TVD guideline for planning the well.
– Incorporate key seat reamer (string reamer) into the BHA design if high
torque and drag is not a problem.







13.1.4.4 Rig Site Preparation
·  Minimize dogleg severity. Follow maximum dogleg severity guidelines.
·  Ream any severe doglegs, before key seats have an opportunity to develop.
·  If a key seat is suspected or expected to develop, consider using a key seat
reamer in the drill pipe to wipe the build section or dogleg.
·  Minimize the number of correction runs. It is better to make one large correction
run close to target than numerous changes with a steerable assembly at shallow
TVDs.
·  As soon as problem is recognized, attempt to correct by hole opening run.
·  A high-lubricating pill set at stuck point level will be helpful to free the stuck
drill string.
·  Jar down when attempting to get free.
13.1.5 Drill String Failures Due to Excessive Reverse Bending
The stress to which the drill string components are subjected when rotating through a
dogleg change from tension to compression every 1/2 turn, accelerates fatigue wear. As a
result the life of the drill pipe and drill collar connections will be reduced or rig time is
likely to be lost due to wash outs, twist offs, etc.
13.1.5.1 Preventive Actions
·  Have superior grade quality tubulars.
·  Apply recommended make up torque to connections using proper equipment.
·  Implement a systematic pipe inspection system.
·  Use an adequate safety factor. Make a proper torque and drag plan.
13.1.6 Equipment Compatibility
Modern directional drilling practices require the use of new technology; bits, downhole
motors, MWD systems, solids control system, pumps, etc.; it is common to have multiple
suppliers for these elements. The operational requirements and limits are different for
each one. The drilling performance can be seriously affected if the right parameters are
not used. Special care must be taken in the following areas:
·  Maximum and minimum GPM’s
·  Pressure losses through the drillstring.
·  RPM.
·  Weight on bit.
·  Maximum operating pressure.
·  Operating changes, if formation changes occur.
·  Downhole static and circulating temperatures.
·  Length of the bit run. Initial and final surface pressures.
13.1.6.1 Preventive Actions
·  Know the technical and operational specifications of every tool run in the hole.
·  Know the technical and operational specifications of the rig and surface system.
·  Make hydraulic calculations before running in the hole.
·  Verify the compatibility of the BHA elements.
·  Define the expected formations and lithology to be drilled during the bit run.
13.1.7 Borehole Stability
Packing off:
Poor hydraulics and mud conditioning will lead to the hole packing off. Solids will build
up in the mud and plug up the annulus while in turbulent flow. Remedy: Shut down the
pumps, thereby reducing ECD and annular velocity. Attempt to free pipe by jarring down
and, if possible, rotating. If circulation can be established, bring pumps up to speed very
slowly and circulate the hole clean.
Mud Motor Sliding:
When a mud motor is in sliding mode, it becomes very difficult to maintain a constant
WOB. In the worst case, all the surface weight can be slacked off with no change in
WOB. This is due to high sliding friction (Drag).
Remedy:
To improve the sliding condition, add walnut hulls to the mud system. This helps to keep
the PDM and BHA off the borehole wall and hence allow sliding to continue. Sweeping
the hole with a low-vie pill and LCM should help to reduce friction. (The LCM must be
fine-to-medium, well-mixed). As a last resort, POOH and run a hole opener through the
problem section.




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CONTENTS
Biographies xvii
Preface xxiii
1 Historical Perspective and Introduction 1
1.1 Scope 1
1.2 Purpose 1
1.3 Introduction 2
1.4 Historical Perspective 4
1.5 Comments 11
1.6 Waste Management 13
2 Drilling Fluids 15
2.1 Drilling Fluid Systems 15
2.1.1 Functions of Drilling Fluids 15
2.1.2 Types of Drilling Fluids 16
2.1.3 Drilling Fluid Selection 17
2.1.4 Separation of Drilled Solids from Drilling Fluids 20
2.2 Characterization of Solids in Drilling Fluids 25
2.2.1 Nature of Drilled Solids and Solid Additives 25
2.2.2 Physical Properties of Solids in Drilling Fluids 26
2.3 Properties of Drilling Fluids 31
2.3.1 Rheology 32
2.4 Hole Cleaning 38
2.4.1 Detection of Hole-Cleaning Problems 38
2.4.2 Drilling Elements That Affect Hole Cleaning 40
2.4.3 Filtration 45
2.4.4 Rate of Penetration 47
2.4.5 Shale Inhibition Potential/Wetting Characteristics 51
2.4.6 Lubricity 52
2.4.7 Corrosivity 53
2.4.8 Drilling-Fluid Stability and Maintenance 54

2.5 Drilling Fluid Products 54
2.5.1 Colloidal and Fine Solids 54
2.5.2 Macropolymers 55
2.5.3 Conventional Polymers 56
2.5.4 Surface-Active Materials 57
2.6 Health, Safety, and Environment and Waste Management 58
2.6.1 Handling Drilling Fluid Products and Cuttings 58
2.6.2 Drilling Fluid Product Compatibility and Storage
Guidelines 58
2.6.3 Waste Management and Disposal 62
References 66
3 Solids Calculation 69
3.1 Procedure for a More Accurate Low-Gravity Solids
Determination 70
3.1.1 Sample Calculation 73
3.2 Determination of Volume Percentage of Low-Gravity Solids
in Water-Based Drilling Fluid 77
3.3 Rig-Site Determination of Specific Gravity of Drilled
Solids 78
4 Cut Points 81
4.1 How to Determine Cut Point Curves 85
4.2 Cut Point Data: Shale Shaker Example 90
5 Tank Arrangement 93
5.1 Active System 94
5.1.1 Suction and Testing Section 94
5.1.2 Additions Section 95
5.1.3 Removal Section 95
5.1.4 Piping and Equipment Arrangement 96
5.1.5 Equalization 98
5.1.6 Surface Tanks 99
5.1.7 Sand Traps 100
5.1.8 Degasser Suction and Discharge Pit 102
5.1.9 Desander Suction and Discharge Pits 102
5.1.10 Desilter Suction and Discharge Pits (Mud Cleaner/
Conditioner) 103
5.1.11 Centrifuge Suction and Discharge Pits 103
5.2 Auxiliary Tank System 104
5.2.1 Trip Tank 104
5.3 Slug Tank 105
5.4 Reserve Tank(s) 105
Scalping Shakers and Gumbo Removal 107
7 Shale Shakers 111
7.1 How a Shale Shaker Screens Fluid 113
7.2 Shaker Description 116
7.3 Shale Shaker Limits 118
7.3.1 Fluid Rheological Properties 119
7.3.2 Fluid Surface Tension 120
7.3.3 Wire Wettability 120
7.3.4 Fluid Density 120
7.3.5 Solids: Type, Size, and Shape 120
7.3.6 Quantity of Solids 121
7.3.7 Hole Cleaning 121
7.4 Shaker Development Summary 121
7.5 Shale Shaker Design 122
7.5.1 Shape of Motion 123
7.5.2 Vibrating Systems 133
7.5.3 Screen Deck Design 134
7.5.4 g Factor 136
7.5.5 Power Systems 140
7.6 Selection of Shale Shakers 143
7.6.1 Selection of Shaker Screens 145
7.6.2 Cost of Removing Drilled Solids 145
7.6.3 Specific Factors 146
7.7 Cascade Systems 148
7.7.1 Separate Unit 150
7.7.2 Integral Unit with Multiple Vibratory Motions 150
7.7.3 Integral Unit with a Single Vibratory Motion 152
7.7.4 Cascade Systems Summary 152
7.8 Dryer Shakers 153
7.9 Shaker User’s Guide 154
7.9.1 Installation 155
7.9.2 Operation 156
7.9.3 Maintenance 157
7.9.4 Operating Guidelines 158
7.10 Screen Cloths 159
7.10.1 Common Screen Cloth Weaves 160
7.10.2 Revised API Designation System 167
7.10.3 Screen Identification 174
7.11 Factors Affecting Percentage-Separated Curves 174
7.11.1 Screen Blinding 176
7.11.2 Materials of Construction 177
7.11.3 Screen Panels 178
13.3.5 Running Centrifuges in Series 318
13.3.6 Centrifuging Drilling Fluids with Costly Liquid
Phases 320
13.3.7 Flocculation Units 320
13.3.8 Centrifuging Hydrocyclone Underflows 321
13.3.9 Operating Reminders 321
13.3.10 Miscellaneous 321
13.4 Rotary Mud Separator 321
13.4.1 Problem 1 322
13.5 Solutions to the Questions in Problem 1 324
13.5.1 Question 1 324
13.5.2 Question 2 324
13.5.3 Question 3 324
13.5.4 Question 4 325
13.5.5 Question 5 325
13.5.6 Question 6 325
13.5.7 Question 7 325
13.5.8 Question 8 325
13.5.9 Question 9 326
13.5.10 Question 10 326
14 Use of the Capture Equation to Evaluate the Performance
of Mechanical Separation Equipment Used to Process
Drilling Fluids 327
14.1 Procedure 330
14.1.1 Collecting Data for the Capture Analysis 330
14.1.2 Laboratory Analysis 330
14.2 Applying the Capture Calculation 331
14.2.1 Case 1: Discarded Solids Report to Underflow 331
14.2.2 Case 2: Discarded Solids Report to Overflow 331
14.2.3 Characterizing Removed Solids 331
14.3 Use of Test Results 332
14.3.1 Specific Gravity 332
14.3.2 Particle Size 332
14.3.3 Economics 333
14.4 Collection and Use of Supplementary Information 334
15 Dilution 335
15.1 Effect of Porosity 337
15.2 Removal Efficiency 338
15.3 Reasons for Drilled-Solids Removal 339
15.4 Diluting as a Means for Controlling Drilled Solids 340
15.5 Effect of Solids Removal System Performance 341

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INTRODUCTION

The purpose of this book is to provide a series of techniques which will
be of real practical value to petrophysicists in their day-to-day jobs. These
are based on my experience from many years working in oil companies.
To this end I have concentrated wherever possible on providing one recommended
technique, rather than offer the reader a choice of different
options.
The primary functions of a petrophysicist are to ensure that the right
operational decisions are made during the course of drilling and testing a
well—from data gathering, completion and testing—and thereafter to
provide the necessary parameters to enable an accurate static and dynamic
model of the reservoir to be constructed. Lying somewhere between
Operations, Production Geology, Seismology, Production Technology and
Reservoir Engineering, the petrophysicist has a key role in ensuring the
success of a well, and the characterization of a reservoir.
The target audience for this book are operational petrophysicists in their
first few years within the discipline. It is expected that they have some
knowledge of petroleum engineering and basic petrophysics, but lack
experience in operational petrophysics and advanced logging techniques.
The book also may be useful for those in sister disciplines (particularly
production geology and reservoir engineering) who are using the interpretations
supplied by petrophysicists.



CONTENTS
Introduction ix
1 Basics 1
1.1 Terminology 1
1.2 Basic Log Types 3
1.3 Logging Contracts 9
1.4 Preparing a Logging Programme 11
1.5 Operational Decisions 14
1.6 Coring 16
1.7 Wellsite Mud Logging 21
1.8 Testing/Production Issues 24
2 Quicklook Log Interpretation 29
2.1 Basic Quality Control 29
2.2 Identifying the Reservoir 30
2.3 Identifying the Fluid Type and Contacts 32
2.4 Calculating the Porosity 34
2.5 Calculating Hydrocarbon Saturation 37
2.6 Presenting the Results 40
2.7 Pressure/Sampling 42
2.8 Permeability Determination 45
3 Full Interpretation 49
3.1 Net Sand Definition 49
3.2 Porosity Calculation 51
3.3 Archie Saturation 53
3.4 Permeability 54
4 Saturation/Height Analysis 59
4.1 Core Capillary Pressure Analysis 60
4.2 Log-Derived Functions 64
5 Advanced Log Interpretation Techniques 67
5.1 Shaly Sand Analysis 67
5.2 Carbonates 73
5.3 Multi-Mineral/Statistical Models 74
5.4 NMR Logging 76
5.5 Fuzzy Logic 85
5.6 Thin Beds 87
5.7 Thermal Decay Neutron Interpretation 93
5.8 Error Analyses 96
5.9 Borehole Corrections 101
6 Integration with Seismic 103
6.1 Synthetic Seismograms 103
6.2 Fluid Replacement Modelling 108
6.3 Acoustic/Elastic Impedance Modelling 110
7 Rock Mechanics Issues 115
8 Value Of Information 119
9 Equity Determinations 125
9.1 Basis for Equity Determination 126
9.2 Procedures/Timing for Equity Determination 127
9.3 The Role of the Petrophysicist 129
10 Production Geology Issues 137
10.1 Understanding Geological Maps 140
10.2 Basic Geological Concepts 147
11 Reservoir Engineering Issues 155
11.1 Behavior of Gases 155
11.2 Behavior of Oil/Wet Gas Reservoirs 159
11.3 Material Balance 162
11.4 Darcy’s Law 163
11.5 Well Testing 166
12 Homing-in Techniques 171
12.1 Magnetostatic Homing-in 171
12.2 Electromagnetic Homing-in 185
13 Well Deviation, Surveying, and Geosteering 193
13.1 Well Deviation 193
13.2 Surveying 195
13.3 Geosteering 197
13.4 Horizontal Wells Drilled above a Contact 203
13.5 Estimating the Productivity Index for Long
Horizontal Wells 205
Appendix 1 Test Well 1 Data Sheet 207
Appendix 2 Additional Data for Full Evaluation 215
Appendix 3 Solutions to Exercises 218
Appendix 4 Additional Mathematics Theory 251
Appendix 5 Abbreviations and Acronyms 264
Appendix 6 Useful Conversion Units and Constants 268
Appendix 7 Contractor Tool Mnemonics 271
Bibliography 309
About the Author 313
Acknowledgments 314
Index 315



lecture 7 ( Downhole Motors)


 Downhole Motors
About this chapter
The positive-displacement mud motor (PDM) is the most indispensable tool at the DD’s
disposal. It is vital that the DD understand how to utilize the PDM to best advantage. The
basics of PDM design are covered in this chapter.
With the PowerPak mud motor, Anadrill has added a reliable and high-quality tool to its
range.
It is recommended that, in the short term, the DD be aware of the exact specifications of
"third party" PDMs which he may have to use.
PDM design, specifications, operating procedures, etc., are covered in this chapter. The
basics of steerable PDMs and steerable BHA design are also covered in this chapter.
Objectives of this Chapter
On completing this chapter the directional driller should be able to do the following
exercises:
1. Draw a diagram of a PDM, showing the major components. Describe the function
and purpose of each component.
2. Explain the main differences in construction between 1:2 lobe and multilobe PDMs.
3. Explain the uses of a rotor nozzle.
4. Describe what is meant by hydraulic thrust when using a PDM.
5. Explain the procedure involved in making up a PDM with a bent sub in a kickoff
BHA.
6. Describe the basic service which is done to a PDM after POOH, prior to laying it
down. Assume water-base mud.
7. Describe what precautions are necessary when drilling with a PDM.
8. Explain what surface indication(s) the driller has of PDM operation (and possible
problems) downhole.
9. Explain the main difference(s) in design between a straight PDM and a steerable
PDM.
10. Explain how an estimate is made of the buildup rate achievable with a bent-housing
steerable BHA.
11. Give examples of typical steerable BHAs designed to build inclination from vertical
to maximum angle and to hold this inclination until the next casing point.
12. Explain the effect the upper (string) stabilizer has on steerable BHA performance.