A
general data
Conversion factor to SI units ……………….…………..…..
A1
Conversion factors…………………………………….…..…
A2-A7
Decimal multiples and submultiples of a unit…………..….
A8
Decimals and metric equivalents of fraction of an inch…..
A9
Temperature conversion table..……………………………..
A10
Correspondence between specifig gravity and
degrees API (at 15.56 ºC in relation to water at 15.56ºC
and 760 mmHg)…………………………………………..…..
A11
Numerical constant and mathematical formulas…………..
A12
Trigonometric formulas………………………………...…….
A13
Geometry formulas for areas and volumes…………..……
A14
Inertia of plane surface……………………………………….
A15
Content of horizontal cylindrical tank……………..………..
A16
Mechanics and strength of material……………..…………
A17-A19
Electricity. Direct current…………………………………….
A20-A21
Electricity. Alternating current………………………..……..
A22-A23
Principal chemical symbol, atomic numbers and
weights…………………………………………………………
A24
Specific gravity of various materials and fluids……………
A25
Physical properties of metals……………………….……….
A26
Stratigraphic scale…………………………………………...
A27
Buoyancy factor (Steel specific gravity = 7.85)…………...
A28
B
drill string
standards
API steel grade and properties (API Spec 5D,
3rd edition, Aug. 1,1992)(API Spec.7, 38th edition,
Apr. 1, 1994)………..……………………………………….
B1
API drill pipe list and body and upset geometry
(API Spec 5D, 3rd edition, August 1, 1992)…..……………
B2
Upset tubing for small-diameter work string
(API Standard 5A and Spec 7)(Grade N-80)……………..
B3
Classification of used drill pipe (API RP 7G,
15th edition January 1, 1995)(All sizes, weight and
grades)……………………………………………….………
B4
Inspection standards. Zones and color code
identification (API RP 7G, 15th edition January 1,
1995)…………………………………………………..…….
B5
Recommended practice for mill slot and groove
method of drill string identification (API RP 7G,
15th edition January 1, 1995)……………………….………
B6-B7
Geometric characteristics of drill pipes
(New pipe bodies and tool joints)………………………….
B8-B12
New (N), premium class (P) and class2 (2) drill pipe,
torsional and tensile data (API RP 7G, 15th edition,
January 1, 1995)…………………………………………….
B13-B15
New (N), premium class (P) and class2 (2) drill pipe,
collapse and burst pressure data (API RP 7G,
15th edition January 1, 1995)………………………………
B16-B18
Recommended minimum OD* and make-up torque of
weld-on type tool joints based on the torsional strength of
box and drill pipe (API RP 7G, 15th edition,
January 1, 1995)…………………………………………..….
B19-B23
Thread dimensions of rotary shouldered connections
(API Spec 38th edition, April 1, 1994)………….…………...
B24
Shouldered connections…………………………..…………
B25
Dimensions of obsolete shouldered connections
(API Spec 7, Appendix I)………………………….…………
B26
API threads forms and dimensions (API Spec 7,
38th edition, April 1,1994)…………………………..………..
B27
Characteristics of some non_API tool joints threads…..…
B28-B29
Rotary shouldered connection interchange list………..….
B30-B31
Cylindrical drill collars. Dimensions and threads
(API Spec7)…………………………………………………...
B32
Ideal drill collar range………………………………………...
B33
Weight of drill collar (Kg/m)………………………………….
B34
Polar modulus of drill collars (in3-mm3)……………………..
B35
Drill-collar Assembly. Rigidity R…………………………..…
B36
Stress-relief features for drill collar connections
(API Spec 7)………………………………………….……….
B37
Large-diameter drill collars from 8¾ to 11¼ inches.
Shoulder modifications for low-torque connections.
Dimensions of low-torque shouldered……………….……..
B38
Spiral drill collars (Drilco)…………………………………….
B39
Drill collar slip and elevator recess elevator bore
dimensions (API RP 7G, 15th edition, January 1, 1995)….
B40
Recommended make-up torque for rotary shouldered
drill collar connections (API RP 7G, 15th edition,
January 1,1995)……………………………………………....
B41-B46
Heavy wall drill pipes (Drilco, Division of Smith
International, Inc.)………………………………………..…...
B47-B48
Kellys (API Spec 7, 38th edition, April 1, 1994)…………….
B49
Strength of Kellys (API RP 7G, 15th edition, January 1,
1995)………………………………………………..………….
B50
Stretch of suspended drill pipe…………………………..….
B51
Drill stem design calculations (API RP 7G, 15th edition,
January 1,1995)………………………………………………
B52-B55
Drill stem design calculations. Calculation examples…....
B56-B59
Critical buckling force (Baker Hughes INTEQ)…….……..
B60
C
casing, tubing
line pipe standards
Tensile requirements. Casing and tubing (API Standard
5CT, 5th edition, April 1, 1995). Line pipe (API Standard
5L, April 1, 1995)……………………….……………………..
C1
Tensile requirements of special steels (non-API)
(Vallourec & Mannesmann documentation)……..………...
C2
API casing list (API Specification 5CT, 5th edition,
April 1, 1995)…………………………………………..……...
C3-C4
API tubing list (API Specification 5CT, 5th edition,
April 1, 1995)……………………………………………….....
C5
Drift diameter (API Standard 5CT, 5th edition,
April 1, 1995)………………………………………………….
C6
Efficiency of a connection…………………………………...
C7
Make-up torque……………………………………………….
C8
Geometrical characteristics and mechanical properties
of small-diameter tubing…………………………….……….
C9-C15
Geometrical characteristics and mechanical properties
of tubing…………………………………………….…………
C16-C34
Geometrical characteristics and mechanical properties
of casing…………………………………………….…………
C35-C79
Geometrical characteristics and mechanical properties
of coiled tubing…………………………………….………….
C80-C87
Geometrical characteristics and mechanical properties
of line pipe, risers and conductor pipe………………..…….
C88-C90
API and buttress casing thread forms. API round
threads form. Buttress thread form…………………..……..
C91
API tubing thread form…………………………………..…...
C92
Effect of tensile load on collapse resistance …………..….
C93
Ellipse of biaxial yeld stress. Effect of tensile load on
collapse resistance……………………………………..……
C94
Qualitative influence of various operations on the
stresses in a partially-cemented casing string………..…..
C95
Quantitative influence of temperature and pressure
variations on the stresses in a partially-cemented
casing string………………………………………………..…
C96-C97
D
capacities and
annular volumes
General formulas…………………………………………
D1
Clearance between standard bits and casing size……
D2-D3
Capacities of cylinders…………………………………...
D4-D5
Capacities of drill pipes…………………………………..
D6-D7
Capacities of drill collars…………………………………
D8
Capacities and displacements of casing……………….
D9-D10
Capacities and displacements of tubings………………
D11
Annular volume between drill collar and open hole
(liters per meter)…………………………………………..
D12
Annular volume between drill pipe and open hole
(liters per meter)…………………………………………..
D13
Annular volume between drill pipe and casing
(liters per meter)………………………………………….
D14-D15
Annular volume between casing and open hole
(liters per meter)………………………………………….
D16
Annular volume between two string of casing
(liters per meter)………………………………………….
D17-D19
Annular volume between casing and tubing
(liters per meter)…………….……………………………
D20-D21
Capacities of coiled tubing …..…………………………
D22-D23
E
drilling bits and
downhole motors
Common sizes and tolerance on new bits (API RP 7G,
January 1, 1995)……………..……………..…………….
E1
IADC roller bit classification system…………………….
E2
IADC roller bit classification table (IADC/SPE 23937,
February, 1992)…………………………………………..
E3
How to use the roller bit table…………………………...
E4
Comparison of roller bits…………………………………
E5-E7
IADC fixed cutter drill bit classification system
(IADC/SPE February 18-21, 1992)……………………..
E8-E9
IADC comparison of PDC bits…………………………..
E10-E11
IADC comparison of TPS & natural diamonds bits …..
E12-E13
IADC dull bit grading (After IADC/SPE 23938-23939
of 1992)……………………………………………………
E14-E16
Parameters for using insert bits and friction bearings
(After Baker-Hughes)…………………………………….
E17
Threads and make-up torques for drill bits and coring
bits (API RP 7G, January 1, 1995 - API Spec 7, April
1, 1994)……………………………………………………
E18
Turbodrill......................................................................
E19
Turbodrilling ................................................................
E20
Performance curves on turbodrill (Specific gravity d,
constant flow rate Qn)…………………………………….
E21
Turbodrill specifications (Specific gravity of mud 1.20)
E22
Positive displacement motors…………………………..
E23-E24
Performance curves of positive displacement motors
for different flow rates Q…………………………………
E25
Specifications of positive displacement motors
(Moineau type) …………………………………………...
E26-E29
F
hoisting
and derrick
floor equipment
Hoisting mechanics. Reeving function………..…………...
F1
Hoisting mechanics. Power…………………………..……..
F2
API wire rope. Factor of safety (RP 9B, May 30, 1986)..
F3-F4
API wire rope……………………………………………….....
F5
Typical sizes and constructions of wire rope………..……..
F6-F7
API classification of bright (uncoated) or drawn
galvanized wire rope. Class 6 x 7. Fiber Core (FC)
(API Spec 9A, 24th edition, June 1, 1995).……………..….
F8
API classification of bright (uncoated) or drawn
galvanized wire rope. Classes 6 x 19 and 6 x 37.
Fiber Core (FC) (API Spec 9A, 24th edition, June 1,
1995)………………………………………………………..…
F9
API classification of bright (uncoated) or drawn
galvanized wire rope (continued). Class 6 x 19.
Independent Wire Rope Core (IWRC) (API Spec 9A,
24th edition, June 1, 1995)………………………….……….
F10
API classification of bright (uncoated) or drawn
galvanized wire rope (continued). Class 6 x 37.
Independent Wire Rope Core (IWRC) (API Spec 9A,
24th edition, June 1, 1995)………………………….……….
F11
API classification of bright (uncoated) or drawn
galvanized wire rope (continued). Configurations
(API Spec 9A, 24th edition, June 1, 1995)…………….…..
F12-F13
API classification of bright (uncoated) or drawn
galvanized wire rope (continued). Class 6 x 61.
Independent Wire Rope Core (IWRC) (API Spec 9A,
24th edition, June 1, 1995)……………………………..…….
F14
API classification of bright (uncoated) or drawn
galvanized wire rope (continued). Class 6 x 91.
Independent Wire Rope Core (IWRC) (API Spec 9A,
24th edition, June 1, 1995)………………………..………….
F15
API classification of bright (uncoated) or drawn
galvanized wire rope (continued). Class 8 x 19.
Independent Wire Rope Core (IWRC) (API Spec 9A,
24th edition, June 1, 1995)……………………………..…….
F16
API classification of bright (uncoated) or drawn
galvanized wire rope (continued). Class 18 x 7.
Fiber Core (FC). (API Spec 9A, 24th edition, June 1,
1995)………………………………………..…………………
F17
API classification of bright (uncoated) or drawn
galvanized wire rope (continued). Class 19 x 7.
Metal Core. (API Spec 9A, 24th edition, June 1, 1995).….
F18
API classification of bright (uncoated) or drawn
galvanized wire rope (continued). Classes 6 x 25 “B”,
6 x 27 “H”, 6 x 30 “G” and 6 x 31 “V” (API Spec 9A,
24th edition, June 1, 1995)……………….……………….….
F19
API wire rope. Sheave sizes (API RP 9B, May 30,
1986)……………………………………….……………….….
F20
Sheave grooves. (API Spec 8A, 12th edition, June 1,
1992)……………………………………..…………………….
F21
Work done by a drilling line……………………………….....
F22
Cutoff practice for drilling lines. Cutoff length as a
function of derrick or mast height and drum diameter
(API RP 9B, 9th edition, may 30, 1986)……………………..
F23
Cutoff practice for drilling lines (continued). Cumulative
work before first cut-off (API RP 9B, 9th edition,
May 30, 1986)…………………………………………………
F24
Drum and reel capacity (from IADC Drilling Manual)……..
F25
Elevator link arms. Remaining capacities of work link
arms. Dimensions and nominal capacity of link arms
(per set)………………………………………………….…….
F26
Recommended hoisting tool contact surface radii
(API Spec 8A, 12th edition, June 1, 1992)…………….……
F27-F29
Drill pipe elevators bores (API Spec 8A, 12th edition,
June 1, 1992)……………………………………………..…..
F30
Brake blocks………………………………………………......
F31
Vibrator and drilling hose
(API Spec 7K, 2nd edition, February, 1996)………………..
F32-F33
Chains (API Standard 7F, 5th edition, October 1, 1993)….
F34
Chains (continued). Standard chain dimensions (ANSI
Standard, B29.1)…………………………………..………….
F35
Chains (continued)………………………………………..….
F36
Rotary table opening and square drive master bushing
(API Spec 8C, 2nd edition, June 1, 1992)…………………..
F37
Four-pin drive Kelly bushing and master bushing
(API Spec 8C, 2nd edition, June 1, 1992)…………….…….
F38
Tension in slings. Two-wire slings……………………..…..
F39
G
pumping and
pressure losses
Mud pumps……………..……………………………………..
G1
Pumping power……………..………………………………...
G2
Output in liters per stroke double acting duplex pumps
based on liner size and piston rod diameter……..………..
G3-G4
Triplex pumps. Maximum pressure based on liner
(kPa)…………………………………………………………...
G5
Output in liters per stroke of single acting triplex
pumps (Volumetric efficiency 100%)………………..……..
G6
Mud cycle time……………………………………………..…
G7
Circulation flow rate (l/min) as a function of mud rising
velocity opposite drill pipes (Vr in meters per minute)
and hole / pipe annulus (Va in liters per meter)……….…..
G8-G9
Amount of drilled cuttings in mud………………..………….
G10
Annular mud specific gravity dann…………………….....…..
G11
Hydraulics……………………………………………………..
G12
Rheology…………………………………………………....…
G13
Critical velocity based on rheological parameters
(Practical units)…………………………………………...…..
G14
Pressure losses (General)…………………….……………..
G15
Pressure loss equations…………………………………......
G16-G18
Pressure drop in orifices…………………….………….……
G19
Calculation of the bit nozzle velocity……………..………..
G20
Pressure loss calculation………………..…...…….…..…..
G21-G22
Table of coefficients B……………………….…..………....
G23-G29
Table of coefficients N1. Calculation of pressure
losses in surface equipment………………………..….……
G30
Table of coefficients N2. Calculation of pressure
losses in drill pipes………………………………..…….…...
G31-G44
Table of coefficients N3. Calculation of pressure
losses in drill collars…………………..…………….……….
G45-G46
Calculations of pressure drop in nozzles. Combination
of three nozzles…………………………………….…………
G47-G52
Calculations of pressure drop in nozzles. Combination
of two nozzles…………………………………..….…………
G53-G55
Table of nozzle areas. Combinations of three nozzles…..
G56
Table of nozzle areas. Combinations of two nozzles…….
G57
Table of nozzle areas………………………….…………….
G58
Table of coefficients N4. Calculations of pressure loss
in hole/drill collar annulus……………………………………
G59-G63
Table of coefficients N5. Calculation of pressure loss
in hole/pipe annulus……………………….…………………
G64-G67
Equivalent lengths for special line connections
(in meter)……………………………………………………..
G68
H
drilling mud
Relationship between mud weight and pressure
head of mud………………….………………….………..
H1
Increase of mud specific gravity with barite (d = 4.2)
Weight (in kg) of barite to add to 1 m3 of mud (M)…....
H2
Increase of mud specific gravity with calcium
carbonate (d = 2.65). Weight (in kg) of calcium
carbonate to add to 1 m3 of mud (M)………..…………..
H3
Mud specific gravity reduction with water (d = 1)
Water volume in liters to add to 1 m3 of mud (M).…….
H4
Mud specific gravity reduction with oil (d = 0.85)
Oil volume in liters to add to 1 m3 of mud (M)…………
H5
Final volume VF (in liters) after adding weighting
material of specific gravity da to 1 m3 of mud.
Ma weight of weighting material added (kg/m3)…...…..
H6
Mud volume (in liters) required to prepare 1 m3 of
mud weighted with barite (d = 4.2)……………………..
H7
Ternary diagram for determining solid content of mud
(water base muds)………………………………..………
H8
Ternary diagram m for determining solid content of
mud (saturated salt water mud)…………………..…….
H9
Properties of sodium chloride solutions………………..
H10
Properties of calcium chloride solutions………….…….
H11
Properties of potassium chloride solutions………...…..
H12
Properties of sodium carbonate (Na2CO3) solutions….
H13
Properties of potassium carbonate (K2CO3) solutions..
H14
Properties of sodium bromide (NaBr) solutions…..…..
H15
Effect of temperature on densities of calcium chloride
and sodium chloride solutions (Field Data Handbook,
Dowel Schlumberger)…………………………………….
H16
Grain size classification of solids (1µ = 0.000001 m)
H17
Shale shaker screens…………………………….………
H18
Screen standards…………………………….…………..
H19
Air/gas flow rate required for drilling. Data for
calculating approximate circulation rates required
to produce a minimum annular velocity which is
equivalent in lifting power to a standard air velocity
of 914 m/min (3000 ft/h)…………………………..……..
H20
I
cementing
General data units commonly used in cementing…...….
I1
Correlation between sacks and tons of cement……..…….
I2
API cement classes and types (API Spec 10,
5th edition, July 1, 1990)……………………………….…...
I3
API Specifications for cements (API Spec 10,
5th edition, July 1, 1990)…………………………..…..……..
I4
Preparation of freshwater slurry………………..…………...
I5
Cement slurry (freshwater)………………………………..…
I6
Preparation of one cubic meter of freshwater cement
slurry……………………………………………………..…….
I7
Preparation of salt water slurry (Brine 315 g/l,
d = 1.20)…………………………..……………………….…..
I8
Cement slurry (saturated salt-water), (Brine 315 g/l,
d = 1.20)………………………………………………...……..
I9
Preparation of one cubic meter of saturated salt-water
slurry………………………………………………..……...…..
I10
Preparation of bentonite cements………..…………………
I11-I12
Bentonite cement slurry. Class G (per 100 kg of
cement)………………………………………………..……….
I13
Preparation of one cubic meter of bentonite cement slurry
- Class G cement……………………..……………………....
I14
Preparation of weighted cements…………………..……….
I15
Cementing additives……………………………..…………...
I16-I18
Effects of some additives on cement properties…..………
I19
Slurry displacement………………………………..…………
I20-I21
Bottomhole cementing temperature by depth
(API RP 10B, 22nd edition, December, 1997)……………..
I22
J
directional drilling
Reference coordinates………………………………..……..
J1-J2
Radius of curvature and project in the vertical plane…..…
J3
Calculation of characteristic points of the theoretical
vertical profile. J hole : D < R…………..…………………..
J4-J5
Calculation of characteristic points of the theoretical
vertical profile. J hole : D > R……………..………………..
J6-J7
Calculation of characteristic points of the theoretical
vertical profile. S hole : R1 + R2 < D…………..……….…..
J8-J9
Calculation of characteristic points of the theoretical
vertical profile. S hole : R1 + R2 > D……………..…..…….
J10-J11
Theoretical vertical profile. Rate of buildup:
0.50 deg/10 m………………………………………….……..
J12
Theoretical vertical profile (continued). Rate of buildup:
1.00 deg/10 m…………………………………………………
J13
Theoretical vertical profile (continued). Rate of buildup:
1.50 deg/10 m…………………………….…………………..
J14
Theoretical vertical profile (continued). Rate of buildup:
2.00 deg/10 m………………………………………….……..
J15
Theoretical vertical profile (continued). Rate of buildup:
2.50 deg/10 m………………………………….…..…………
J16
Ragland diagram…………………………………...…………
J17-J18
Control of actual hole shape. Calculation of
projections……………………………………………..………
J19
Control of actual hole shape. Different calculation
formulas…………………………………………………….….
J20-J21
Course correction………………………….…………….……
J22-J23
Radius of borehole curvature limitation on downhole
tools………………………………………………....….……...
J24-J25
K
kick control
fishing
Main symbols used…………..……………………..………..
K1-K2
Preliminary calculations…………..…………..……………..
K3
Driller’s procedures…………………..……………..………..
K4-K5
Calculation after well shut-in……………...…………..……..
K6
Driller’s method on land or on fixed support…...…………..
K7
Wait and weight method on land or on fixed support…..…
K8
Wait and weight method on floating support
(Example without kick assembly)…………………….……..
K9
Control on a floating rig……………………………………...
K10
Well strength…………………………………….……..……..
K11-K12
Charts giving coefficient K and gas specific gravity…..….
K13
Example of kick control………………………..…………….
K14-K17
Determination of the length of free pipe
in a stuck string……………………………………………….
K18-K19
Maximum allowable number of turns which
can be given to 1000 m of new drill pipe under
a given axial tension (Grade E drill pipe)………..………...
K20
Maximum allowable number of turns which can be given
to 1000 m of new drill pipe under a given axial tension
(Grade X95 drill pipe)………………………………...………
K21
Maximum allowable number of turns which
can be given to 1000 m of new drill pipe under
a given axial tension (Grade G105 drill pipe)……..………
K22
Maximum allowable number of turns which
can be given to 1000 m of new drill pipe under
a given axial tension (Grade S135 drill pipe)……….……..
K23
Back-off……………………………………………………..…
K24
Tool joint matting surface area
(API Spec 7, April 1, 1994)…………………………………..
K25
L
wellheads
API flanges. Working pressure as a function of
nominal size (API Spec 6A, 17th edition, February 1 ,
1996)……..…………………………………………………….
L1
Physical properties of steel for wellheads (PSL 1 to 4)
API Spec 6A, 17th edition, February 1, 1996)……..……….
L2
Minium vertical full-opening body bores and
maximum casing sizes (API Spec 6A, 17th edition,
February 1, 1996)……………………………….……………
L3
API type 6B flanges. Working pressure 2000 psi
(13.8 Mpa) (API Spec 6A, 17th edition, February 1,
1996) ………………………………………………………..…
L4
API type 6B flanges. Working pressure 3000 psi
(20.7 MPa) (API Spec 6A, 17th edition, February 1,
1996)………………………………………………..………….
L5
API type 6B flanges. Working pressure 5000 psi
(34.5 MPa) (API Spec 6A, 17th edition, February 1,
1996)……………………………………………….…………..
L6
API type 6BX flanges. Working pressures: 2000 psi
(13.8 MPa), 3000 psi (20.7 MPa), 5000 psi (34.5 MPa)
and 10 000 psi (69 MPa) (API Spec 6A, 17th edition,
February 1, 1996)………………………..…………………..
L7
API type 6BX flanges. Working pressures: 2000 psi
(13.8 MPa), 3000 psi (20.7 MPa), 5000 psi (34.5 MPa)
and 10 000 psi (69 MPa) (API Spec 6A, 17th edition,
February 1, 1996)……………………..……………………...
L8
API type 6BX flanges. Working pressure: 15 000 psi
(103.5 MPa), (API Spec 6A, 17th edition, February 1,
1996)…………………………………………..……………….
L9
API type 6BX flanges. Working pressures: 20 000 psi
(138 MPa), (API Spec 6A, 17th edition, February 1,
1996)…………………………………………………………...
L10
API Type R ring-joint gaskets. (API Spec 6A,
17th edition, February 1, 1996)……………………………....
L11
API Type RX ring-joint gaskets (API Spec 6A,
17th edition, February 1, 1996)……………………….……...
L12
API Type BX ring-joint gaskets. (API Spec 6A,
17th edition, February 1, 1996)…………………...………….
L13
Recommended flange bolt torque…………………….…….
L14
API Type 16B integral hub connections (API Spec 6A, 1st
edition, November 1, 1986)………………………...………..
L15-L17
Clamp for flanges. Clamp dimensions (Cameron)…...…..
L18
CIW clamp for flanges. Make-up torque on bolts
of CIW clamps……………………………………………..….
L19
Cameron Ram-Type blow-out preventers
Operating data……………………………..………..………..
L20
Hydril Ram-Type blow-out preventers
Operating data………………………………………………..
L21-L22
NL Shaffer blow-out preventers. Operating data…………
L23
Koomey Ram-Type blow-out preventers.
Operating data…………………………………….………….
L24
Cameron ram-type blow-out preventers.
Dimensions and weights……………………………………..
L25
Hydril ram-type blow-out preventers.
Dimensions and weights………………………….………….
L26
NL Shaffer ram-type blow-out preventers.
Dimensions and weights……………………………………..
L27-L29
Koomey ram-type blow-out preventers.
Dimensions and weights……………………………………..
L30-L31
Cameron type D annular blow-out preventers .
Dimensions and operating data……………..…………..….
L32
Hydril annular blow-out preventers.
Dimensions and operating data………………...…………..
L33-L34
Hydril annular blow-out preventers. Average closing
pressure (psi) required to establish initial seal-off
in a surface installation………………………………………
L35-L37
NL Shaffer annular blow-out preventers. Dimensions
and operating data. Closing pressure on casing (psi)…...
L38
BOP control system. Example of calculations for fluid
capacity (IADC Drilling Manual, 11th edition, 1992)……….
L39-L41
Schematic symbols for fluid power diagrams
(Bases on ANSI Y.32.10) (API Spec 16D, 1st edition,
March 1, 1993)………………………………………………..
L42-L46
M
geology
Tertiary and quaternary cenozoic eras……..………………
M1
Secondary Mesozoic era....................................................
M2
Primary paleozoic era………………………………...…..….
M3
Table of grain size classes……………………..………..…..
M4
Representation of sediments…………………..……………
M5-M6
Exploration symbols in drilling……………………..…..……
M7
Gases present in drilling muds and detected by
chromatography………………………………………...…….
M8
Physical properties of H2S………………………………..…
M9
Pore pressure………………………………………………...
M10
Fracturing gradient and leak off test……………………….
M11
Abbreviations used in wireline logging – Halliburton…….
M12-M13
Abbreviations used in wireline logging –
Schlumberger…………………………………………………
M14-M15
Abbreviations used in wireline logging - Western Atlas….
M16-M17