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2. Rig Operations and 
Equipment 
Habiburrohman abdullah 
1
Rig Operations and 
Equipment 
• Drilling Personnel 
• Surface Drilling Equipment 
• Subsurface Drilling Equipment 
• Rig Selection 
2
Drilling Personnel 
3
Personnel Involved during Drilling 
• The tool pusher. The drilling company 
provides a supervisor for the rig while the well 
is being drilled. At one time, this individual 
was called a tool pusher. 
• The driller. The driller is directly in charge of 
the drilling four- or five-person rig crew and 
generally operates the draw works, the 
system of cables and pulleys used to run pipe 
into the hole and to pull pipe from the well. 
4
Personnel Involved during Drilling 
• The derrick worker. The derrick worker 
works high above the floor when the pipe is 
being pulled or run during regular operations. 
This position is commonly referred to as a 
derrick man. 
• The floor workers. These personnel are also 
referred to as floor hands or roughnecks. 
• Company representative. 
• Third party personnel. 5
Drilling Rig Organization 
Figure 1: Drilling Rig Organization 
6
Surface Drilling Equipment 
7
Rig Power System 
• Most rig power is consumed by hoisting & fluid 
circulating systems. 
• The early drilling rigs were powered primarily by 
steam. It become impractical, because of high fuel 
consumption & large boiler plant required. 
• Modern rigs are powered by internal combustion 
diesel engine & classified as : 
- diesel electric type 
- direct drive type 
8
Rig Power System 
Figure 2: Engine Power Output 
P = Power output, hp 
= angular velocity, rad/min 
T = output torque, ft-lbf 
33,000 ft-lbf/min/hp 
9 
T 
33,000 
P 
 
 
Q W H i f d  0.000393  
P 
t Q 
i 
E  
  2 N
Rig Power System 
10 
Where : 
P [hp] shaft power developed by engine 
[rad/min] angular velocity of the shaft 
N [rev/min] shaft speed 
T [ft-lbf] out-put torque 
Qi [hp] heat energy consumption by engine 
Wf [gal/hr] fuel consumption 
H [BTU/lbm] heating value (diesel: 19,000 [BTU/lbm]) 
Et [1] overall power system efficiency 
d [lbm/gal] density of fuel (diesel: 7.2 [lbm/gal]) 
33,000 conversion factor (ft-lbf/min/hp)
Rig Power System 
• When the rig is operated at environments with non-standard 
temperatures (85 [F]) or at high altitudes, 
the mechanical horsepower equirements have to be 
modified. This modification is according to API 
standard 7B-11C: 
a) Deduction of 3 % of the standard brake 
horsepower for each 1,000 [ft] rise in altitude above 
mean sea level, 
b) Deduction of 1 % of the standard brake 
horsepower for each 10 ◦ rise or fall in temperature 
above or below 85 [F], respectively. 11
Hoisting System 
• The main task of the hoisting system is to 
lower and raise the drillstring, casings, and 
other subsurface equipment into or out of the 
well. 
• The hoisting equipment itself consists of: 
(1)draw works, (2) fast line, (3) crown block, 
(4) travelling block, (5) dead line, (6) dead line 
anchor, (7) storage reel, (8) hook and (9) 
derrick. 
12
Hoisting System 
Figure 3 : Hoisting 
System 
13
Hoisting System 
Figure 4: Making a connection 
14
Hoisting System 
• “Making a connection”, the periodic process 
of adding a new joint of drillpipe to the 
drillstring as the hole deepens is referred. 
• “Making a trip”, the process of moving the 
drillstring out of the hole, change the bit or 
alter the bottom-hole assembly, and lower the 
drillstring again into the hole is referred. 
15
Hoisting System 
Figure 5: Sketch of slips for drill pipe(a), drill collar(b) 
and casing(c) 
16
Hoisting System 
Figure 6: Tripping Out 17
Hoisting System 
Figure 7: Lifting pipe at the rig floor 18
Hoisting System 
• Sometimes the drillstring is not completely 
run out of the hole. It is just lifted up to the top 
of the open-hole section and then lowered 
back again while continuously circulating with 
drilling mud. Such a trip, called “wiper trip”, is 
carried out to clean the hole from remaining 
cuttings that may have settled along the 
open-hole section. 
19
Hoisting System 
Figure 8: Sketch of a drill pipe spinner 20
Derrick 
• Derricks are classified (or rated) by the 
American Petroleum Institute (API) according 
to their height as well as their ability to 
withstand wind and compressive loads. 
• The higher the derrick is, the longer stands it 
can handle which in turn reduces the tripping 
time. Derricks that are capable to handle 
stands of two, three or four joints are called to 
be able to pull “doubles”, “thribbles”, or 
“fourbles” respectively. 21
Derrick 
Figure 9: Storage of doubles 
inside the derrick 
22
Block and Tackle 
• The crown block, the travelling block and the 
drilling line comprise the block and tackle 
which permits the handling of large loads. To 
lift and lower the heavy loads into and out of 
the borehole, the drilling line is strung multiple 
times between the crown and the travelling 
block 
23
Block and Tackle 
Figure 10: Block and tackle 24
Block and Tackle 
• When no friction is assumed in the travelling 
and the crown block (constant tension in the 
drilling line), the hook load W creates a load 
to the drawworks with is equal the load in the 
fast line Ff which in turn depends on the 
number the line is strung n between the 
travelling and the crown block. This is 
expressed with: 
W = n . Ff 
25
Block and Tackle 
• The input power Pi of the block and tackle is 
equal to the drawworks load Ff times the 
velocity of the fast line νf . 
Pi = Ff . vf 
• The output power or “hook power” Ph is given 
by the hook load times the velocity of the 
travelling block. 
Ph = W . vb 
26
Block and Tackle 
n 
EB  (0.98) 
Where: 
EB = efficiency factor 
n = no. of lines 
Figure 11: Efficiency factors for 
different tacklings 
27 
Number of Lines 
(n) 
Efficiency 
(E) 
6 0.874 
8 0.841 
10 0.810 
12 0.770 
14 0.740
Drilling Line 
• The drilling line is a wire rope that is made of 
strands wounded around a steel core. It 
ranges in diameter from ½ to 2 inch. Its 
classification is based on the type of core, the 
number of strands wrapped around the core, 
and the number of individual wires per strand. 
Examples of it can be see in figure 12. 
28
Drilling Line 
Figure 12: Drilling Line 29
Drilling Line 
• Since the drilling line is constantly under 
biaxial load of tension and bending, its 
service life is to be evaluated using a rating 
called “ton-mile”. By definition, a ton-mile is 
the amount of work needed to move a 1-ton 
load over a distance of 1 mile. 
• When the drilling line has reached a specific 
ton-mile limit, which is mainly due to round 
trips, setting casings, coring and drilling, it is 
removed from service. 
30
Drilling Line 
• The ton-mile wear can be estimated by: 
a) Round trip 
b) Drilling operation 
c) Coring operation 
d) Running casing 
31
Round Trip 
  
c 
2 
 
 
 
 
b 
2,640,000 
 
s e 
10,560,000 
 
 
 
 
 
Where: 
Wb [lb] effective weight of travelling assembly 
Ls[ft] length of a drillpipe stand 
We [lb/ft] effective weight per foot of drillpipe 
D [ft] hole depth 
WC [lb] effective weight of drill collar assembly 
less the effective weight of the same length of drillpipe 
• It should be noted that the ton-miles are 
independent of the number of lines strung. 32 
R 
W 
D W 
D L D W 
T
Drilling Operation 
• drilling a section from depth d1 to d2. 
Coring Operation 
TR2 (ton mile), work done for one round trip at depth d2 where coring stopped 
TR1 (ton mile), work done for one round trip at depth d1 where coring started 
33 
 2 1  T 3 T at d T at d d R R   
  2 1 2 c R R T  T T
Running Casing 
 
 
 
 
D L D W DW 
0.5 cs cs b 
 
 
 
(  
) 
 
10,560,000 2,640,000 
T 
sc 
where: 
• Lcs [ft] ... length of casing joint 
• Wcs [lbm/ft] ... effective weight of casing in mud 
• D [ft] ... hole depth 
• Wb [lb] ... effective weight of travelling assembly 
34
Drilling Line 
• The drilling line is subjected to most severe wear at 
the following two points: 
1. The so called “pickup points”, which are at the 
top of the crown block sheaves and at the 
bottom of the travelling block sheaves during 
tripping operations. 
2. The so called “lap point”, which is located 
where a new layer or lap of wire begins on the 
drum of the drawworks. 
35
Drawworks 
• The purpose of the drawworks is to provide the 
hoisting and breaking power to lift and lower the 
heavy weights of drillstring and casings. The 
drawworks itself consists of: (1) Drum, (2) Brakes, 
(3) Transmission and (4) Catheads, see figure 13. 
• The drum provides the movement of the drilling line 
which in turn lifts and lowers the travelling block and 
consequently lifts or lowers the loads on the hook. 
36
Drawworks 
Figure 13: Drawworks 37
Drawworks 
v f  n vb 
E 
W v 
P b 
h 
33,000 
 
Where: 
• Ph [hp] ... drum power output 
• νf [ft/min] ... velocity of the fast line 
• νb [ft/min] ... velocity of the travelling block 
• W [lb] ... hook load 
• n [1] ... number of lines strung 
• E [1] ... power efficiency of the block and tackle system 
38
Drawworks 
• The input power to the drawworks is influenced by 
the efficiency of the chain drive and the shafts inside 
the drawworks. This is expressed with: 
K K 
(1  
) 
n (1 K 
) 
E 
n 
 
 
Where: 
• K [1] ... sheave and line efficiency, K = 0.9615 is an often used value. 
39
Drawworks 
• When lowering the hook load, the efficiency factor 
and fast line load are determined by: 
n K K 
n 
n 
Lowering 
K 
E 
 
 
 
1 
(1 ) 
W K K 
n 
n 
f Lowering 
K 
F 
 
 
 
 
 
1 
(1 ) 
Where: 
• Ff [lbf] ... tension in the fast line 40
Circulation System 
• The principle components of the mud circulation 
system are: 
(1) mud pumps 
(2) flowlines 
(3) drillpipe 
(4) nozzles 
(5) mud pits and tanks (settling tank, mixing tank, 
suction tank) 
(6) mud mixing equipment (mud mixing hopper) 
(7) solid control equipment (shale shaker, degasser, 
etc.) see Figure 14. 41
Circulation System Schematic 
Figure 14: Circulation 
System 
42
Circulation System – Mud Pit 
Figure 15: Mud Pit 43
Circulation System – Mixing Hopper 
Figure 16: Mixing Hopper 44
Circulation System - Mud 
Pumps 
There are two types of mud pumps in use today: 
(1) duplex pump 
(2) triplex pump 
• Duplex Pump: 
The duplex mud pump consists of two cylinders and 
is double-acting. 
• Triplex Pump: 
The triplex mud pump consists of three cylinders 
and is single-acting. 45
Mud Pumps 
Figure 17: Duplex Mud Pump Figure 18: Triplex Mud Pump 
46
Mud Pumps 
Pumps are generally rated according to their: 
1. Hydraulic power, 
2. Maximum pressure, 
3. Maximum flow rate. 
• Since the inlet pressure is essentially atmospheric 
pressure, the increase of mud pressure due to the 
mud pump is approximately equal the discharge 
pressure. 
47
Circulation System - Shale 
Shaker 
Figure 19: Shale Shaker 
When the mud returns to the surface, it is lead over 
shale shakers that are composed of one or more 
vibrating screens over which the mud passes before 
it is feed to the mud pits.
The Rotary System 
• The function of the rotary system is to transmit 
rotation to the drillstring and consequently rotate the 
bit. During drilling operation, this rotation is to the 
right. 
• The main parts of the rotary system are: 
(1) swivel 
(2) rotary hose 
(3) kelly 
(4) rotary drive (master bushing, kelly bushing) 
(5) rotary table 
(6) drillstring 49
The Rotary System 
Figure 20: Rotary System 
50
The Rotary System 
• Swivel 
The swivel which established a connection between 
hook and kelly, has to be constructed extremely 
robust. 
• Kelly 
The kelly has a square or hexagonal cross-section 
and provides the rotation of the drillstring. 
51
Rotary System 
Figure 21: Swivel 52
Rotary System 
• Rotary Drive 
The rotary drive consists of master bushing 
and kelly pushing. The master bushing 
receives its rotational momentum from the 
compound and drives the kelly pushing which 
in turn transfers the rotation to the kelly. 
53
Rotary System 
Figure 22: Master & Kelly Bushing 54
Top Drive System 
Top Drive System consist of : 
(1) Crown Block 
(2) Travelling Block 
(3) Top Drive 
(4) Drilling Line 
Figure 23: Top Drive 
55
Rig Selection 
56
Rig Selection 
• Following parameters are used to determine the 
minimum criteria to select a suitable drilling rig: 
(1) Static tension in the fast line when upward 
motion is impending 
(2) Maximum hook horsepower 
(3) Maximum hoisting speed 
(4) Actual derrick load 
(5) Maximum equivalent derrick load 
(6) Derrick efficiency factor 
57
Rig Types 
• Rig can be categorized as land and marine rig. 
• Land rig : 
(1) Cable tool 
(2) Rotary rig (portable, standard derrick & 
conventional rig) 
• Marine Rig : 
(1) Bottom supported : - Jackup 
- Barge 
(2) Floating rigs : - drillships 
- semi-sumbersibles 58
Rig Selection 
• Many design criteria are used in selecting the proper marine 
rig. Major criteria are as follows: 
- water depth rating 
- derrick & substructure capacity 
- physical rig size and weight 
- deck load capacity 
- stability in rough weather 
- duration of drilling program 
- rig rating features, such as horsepower, mud mixing 
capacity 
- exploratory vs development drilling 
- availability & cost 59
Rig Selection 
Pi  Ff v f 
P 
v h 
b  
W 
W 
E E n 
E n 
Fd 
  
 
1 
W 
  
 
n 
n 
 
Fde  
 
4 
   
 
 4 
1 1 
 
F 
d 
  
E n 
E n 
F 
E 
de 
d 
60
Rig Selection 
Where: 
• Fd [lbf] ... load applied to derrick, sum of the hook load, 
tension in the dead line and tension in the fast line 
• Fde [lbf] ... maximum equivalent derrick load, equal to four 
times the maximum leg load 
• Ed [1] ... derrick efficiency factor 
61
Drilling Cost Analysis 
• To estimate the cost of realizing a well as well as to 
perform economical evaluation of the drilling project, 
before commencing the project, a so called AFE 
(Authority For Expenditure) has to be prepared and 
signed of by the operator. 
• Within the AFE all cost items are listed as they 
areknown or can be estimated at the planning 
stage. During drilling, a close follow up of the actual 
cost and a comparison with the estimated (and 
authorized) ones are done on a daily bases.
Drilling Cost Analysis 
• Generally, an AFE consists of the following 
major groups: 
(1) Wellsite preparation, 
(2) Rig mobilization and rigging up, 
(3) Rig Rental, 
(4) Drilling Mud, 
(5) Bits and Tools, 
(6) Casings, 
(7) Formation evaluation
Drilling Costs 
• On of the most basic estimations of drilling 
costs is given by: 
C  C t  t  
t 
( ) 
C  
b r b c t 
f  
D 
Where 
• Cf [$/ft] ... cost per unit depth 
• Cb [$] ... cost of bit 
• Cr [$/hr] ... fixed operating cost of rig per unit time 
• D [ft] ... depth drilled 
• tb [hr] ... total rotation time during the bit run 
• tc [hr] ... total non-rotating time during the bit run 
• tt [hr] ... trip time
Drilling Costs 
• It has been found that drilling cost generally 
tend to increase exponentially with depth. 
Thus, the relationship as follow: 
C  a ebD 
Where 
C [$/ft] ... cost per unit depth 
D [ft] ... depth drilled
Drilling Time 
• The drilling time can be estimated based on 
experience and historical penetration rates. Note 
that the penetration rate depends on: 
(1) type of bit used 
(2) wear of bit used 
(3) drilling parameters applied (WOB, RPM) 
(4) hydraulics applied (hydraulic impact force due to 
mud flow through nozzles) 
(5) effectiveness of cuttings removal 
(6) formation strength 
(7) formation type.
Drilling Time 
• To estimate the drilling time, the so called “penetration 
rate equation”, 
a D K e 
dD 
dt 
 2 
• When the historical values of depth [ft] versus ROP 
[ft/hr] are plotted on a semilogarithmic graph paper 
(depth on linear scale), a straight line best-fit of the 
equation estimates the drilling time. 
a D 
1 
t 2.203 2 
d e 
a K 
2 2.303 

Drilling Time 
• Here a2 is the reciprocal of the change in depth per 
log cycle of the fitted straight line, K is the value of 
ROP at the surface (intercept of fitted straight line at 
depth = 0 ft). 
• The depth that can be drilled with each individual bit 
depends on 
(1) bit condition when inserted, 
(2) drilling parameters, 
(3) rock strength 
(4) rock abrasiveness.
Drilling Time 
• Estimations of possible footages between trips can 
be obtained from historical data or applying 
equation: 
1 
D   
2.303 2 
where: 
• Di [ft] ... depth of the last trip 
• D [ft] ... depth of the next trip 
a Di 
b a L t 
a 
2 
2 
ln(2.303 2 
2.303
Tripping Time 
• Tripping time is also a major contributor to the total 
time spent for drilling a well. Tripping can be either 
scheduled (change of bit, reach of casing point, 
scheduled well-cleaning circulation) or on-scheduled, 
due to troubles. 
• Following relationship can be applied to estimate 
the tripping time to change the bit. Thus the 
operations of trip out, change bit, trip in are 
included:
Tripping Time 
 
 
 
 
 
 
 
t 
s 
 D 
t 2 
 
l 
t 
s 
where: 
• tt [hr] ... required time for round trip 
• ts [hr] ... average time required to handle one stand 
• D [ft or m] ... length of drillstring to trip 
• ls [ft or m] ... average length of one stand
Subsurface Drilling Equipment
Subsurface Drilling Equipment 
• Drill Bit 
• MWD tools 
• Mud Motor 
• Drill Collar 
• Heavy Weight Drill Pipe 
• Drill Pipe 
• This chapter will be discussed further in upcoming 
class session.
END

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Rig Operations & Equipment

  • 1. 2. Rig Operations and Equipment Habiburrohman abdullah 1
  • 2. Rig Operations and Equipment • Drilling Personnel • Surface Drilling Equipment • Subsurface Drilling Equipment • Rig Selection 2
  • 4. Personnel Involved during Drilling • The tool pusher. The drilling company provides a supervisor for the rig while the well is being drilled. At one time, this individual was called a tool pusher. • The driller. The driller is directly in charge of the drilling four- or five-person rig crew and generally operates the draw works, the system of cables and pulleys used to run pipe into the hole and to pull pipe from the well. 4
  • 5. Personnel Involved during Drilling • The derrick worker. The derrick worker works high above the floor when the pipe is being pulled or run during regular operations. This position is commonly referred to as a derrick man. • The floor workers. These personnel are also referred to as floor hands or roughnecks. • Company representative. • Third party personnel. 5
  • 6. Drilling Rig Organization Figure 1: Drilling Rig Organization 6
  • 8. Rig Power System • Most rig power is consumed by hoisting & fluid circulating systems. • The early drilling rigs were powered primarily by steam. It become impractical, because of high fuel consumption & large boiler plant required. • Modern rigs are powered by internal combustion diesel engine & classified as : - diesel electric type - direct drive type 8
  • 9. Rig Power System Figure 2: Engine Power Output P = Power output, hp = angular velocity, rad/min T = output torque, ft-lbf 33,000 ft-lbf/min/hp 9 T 33,000 P   Q W H i f d  0.000393  P t Q i E    2 N
  • 10. Rig Power System 10 Where : P [hp] shaft power developed by engine [rad/min] angular velocity of the shaft N [rev/min] shaft speed T [ft-lbf] out-put torque Qi [hp] heat energy consumption by engine Wf [gal/hr] fuel consumption H [BTU/lbm] heating value (diesel: 19,000 [BTU/lbm]) Et [1] overall power system efficiency d [lbm/gal] density of fuel (diesel: 7.2 [lbm/gal]) 33,000 conversion factor (ft-lbf/min/hp)
  • 11. Rig Power System • When the rig is operated at environments with non-standard temperatures (85 [F]) or at high altitudes, the mechanical horsepower equirements have to be modified. This modification is according to API standard 7B-11C: a) Deduction of 3 % of the standard brake horsepower for each 1,000 [ft] rise in altitude above mean sea level, b) Deduction of 1 % of the standard brake horsepower for each 10 ◦ rise or fall in temperature above or below 85 [F], respectively. 11
  • 12. Hoisting System • The main task of the hoisting system is to lower and raise the drillstring, casings, and other subsurface equipment into or out of the well. • The hoisting equipment itself consists of: (1)draw works, (2) fast line, (3) crown block, (4) travelling block, (5) dead line, (6) dead line anchor, (7) storage reel, (8) hook and (9) derrick. 12
  • 13. Hoisting System Figure 3 : Hoisting System 13
  • 14. Hoisting System Figure 4: Making a connection 14
  • 15. Hoisting System • “Making a connection”, the periodic process of adding a new joint of drillpipe to the drillstring as the hole deepens is referred. • “Making a trip”, the process of moving the drillstring out of the hole, change the bit or alter the bottom-hole assembly, and lower the drillstring again into the hole is referred. 15
  • 16. Hoisting System Figure 5: Sketch of slips for drill pipe(a), drill collar(b) and casing(c) 16
  • 17. Hoisting System Figure 6: Tripping Out 17
  • 18. Hoisting System Figure 7: Lifting pipe at the rig floor 18
  • 19. Hoisting System • Sometimes the drillstring is not completely run out of the hole. It is just lifted up to the top of the open-hole section and then lowered back again while continuously circulating with drilling mud. Such a trip, called “wiper trip”, is carried out to clean the hole from remaining cuttings that may have settled along the open-hole section. 19
  • 20. Hoisting System Figure 8: Sketch of a drill pipe spinner 20
  • 21. Derrick • Derricks are classified (or rated) by the American Petroleum Institute (API) according to their height as well as their ability to withstand wind and compressive loads. • The higher the derrick is, the longer stands it can handle which in turn reduces the tripping time. Derricks that are capable to handle stands of two, three or four joints are called to be able to pull “doubles”, “thribbles”, or “fourbles” respectively. 21
  • 22. Derrick Figure 9: Storage of doubles inside the derrick 22
  • 23. Block and Tackle • The crown block, the travelling block and the drilling line comprise the block and tackle which permits the handling of large loads. To lift and lower the heavy loads into and out of the borehole, the drilling line is strung multiple times between the crown and the travelling block 23
  • 24. Block and Tackle Figure 10: Block and tackle 24
  • 25. Block and Tackle • When no friction is assumed in the travelling and the crown block (constant tension in the drilling line), the hook load W creates a load to the drawworks with is equal the load in the fast line Ff which in turn depends on the number the line is strung n between the travelling and the crown block. This is expressed with: W = n . Ff 25
  • 26. Block and Tackle • The input power Pi of the block and tackle is equal to the drawworks load Ff times the velocity of the fast line νf . Pi = Ff . vf • The output power or “hook power” Ph is given by the hook load times the velocity of the travelling block. Ph = W . vb 26
  • 27. Block and Tackle n EB  (0.98) Where: EB = efficiency factor n = no. of lines Figure 11: Efficiency factors for different tacklings 27 Number of Lines (n) Efficiency (E) 6 0.874 8 0.841 10 0.810 12 0.770 14 0.740
  • 28. Drilling Line • The drilling line is a wire rope that is made of strands wounded around a steel core. It ranges in diameter from ½ to 2 inch. Its classification is based on the type of core, the number of strands wrapped around the core, and the number of individual wires per strand. Examples of it can be see in figure 12. 28
  • 29. Drilling Line Figure 12: Drilling Line 29
  • 30. Drilling Line • Since the drilling line is constantly under biaxial load of tension and bending, its service life is to be evaluated using a rating called “ton-mile”. By definition, a ton-mile is the amount of work needed to move a 1-ton load over a distance of 1 mile. • When the drilling line has reached a specific ton-mile limit, which is mainly due to round trips, setting casings, coring and drilling, it is removed from service. 30
  • 31. Drilling Line • The ton-mile wear can be estimated by: a) Round trip b) Drilling operation c) Coring operation d) Running casing 31
  • 32. Round Trip   c 2     b 2,640,000  s e 10,560,000      Where: Wb [lb] effective weight of travelling assembly Ls[ft] length of a drillpipe stand We [lb/ft] effective weight per foot of drillpipe D [ft] hole depth WC [lb] effective weight of drill collar assembly less the effective weight of the same length of drillpipe • It should be noted that the ton-miles are independent of the number of lines strung. 32 R W D W D L D W T
  • 33. Drilling Operation • drilling a section from depth d1 to d2. Coring Operation TR2 (ton mile), work done for one round trip at depth d2 where coring stopped TR1 (ton mile), work done for one round trip at depth d1 where coring started 33  2 1  T 3 T at d T at d d R R     2 1 2 c R R T  T T
  • 34. Running Casing     D L D W DW 0.5 cs cs b    (  )  10,560,000 2,640,000 T sc where: • Lcs [ft] ... length of casing joint • Wcs [lbm/ft] ... effective weight of casing in mud • D [ft] ... hole depth • Wb [lb] ... effective weight of travelling assembly 34
  • 35. Drilling Line • The drilling line is subjected to most severe wear at the following two points: 1. The so called “pickup points”, which are at the top of the crown block sheaves and at the bottom of the travelling block sheaves during tripping operations. 2. The so called “lap point”, which is located where a new layer or lap of wire begins on the drum of the drawworks. 35
  • 36. Drawworks • The purpose of the drawworks is to provide the hoisting and breaking power to lift and lower the heavy weights of drillstring and casings. The drawworks itself consists of: (1) Drum, (2) Brakes, (3) Transmission and (4) Catheads, see figure 13. • The drum provides the movement of the drilling line which in turn lifts and lowers the travelling block and consequently lifts or lowers the loads on the hook. 36
  • 37. Drawworks Figure 13: Drawworks 37
  • 38. Drawworks v f  n vb E W v P b h 33,000  Where: • Ph [hp] ... drum power output • νf [ft/min] ... velocity of the fast line • νb [ft/min] ... velocity of the travelling block • W [lb] ... hook load • n [1] ... number of lines strung • E [1] ... power efficiency of the block and tackle system 38
  • 39. Drawworks • The input power to the drawworks is influenced by the efficiency of the chain drive and the shafts inside the drawworks. This is expressed with: K K (1  ) n (1 K ) E n   Where: • K [1] ... sheave and line efficiency, K = 0.9615 is an often used value. 39
  • 40. Drawworks • When lowering the hook load, the efficiency factor and fast line load are determined by: n K K n n Lowering K E    1 (1 ) W K K n n f Lowering K F      1 (1 ) Where: • Ff [lbf] ... tension in the fast line 40
  • 41. Circulation System • The principle components of the mud circulation system are: (1) mud pumps (2) flowlines (3) drillpipe (4) nozzles (5) mud pits and tanks (settling tank, mixing tank, suction tank) (6) mud mixing equipment (mud mixing hopper) (7) solid control equipment (shale shaker, degasser, etc.) see Figure 14. 41
  • 42. Circulation System Schematic Figure 14: Circulation System 42
  • 43. Circulation System – Mud Pit Figure 15: Mud Pit 43
  • 44. Circulation System – Mixing Hopper Figure 16: Mixing Hopper 44
  • 45. Circulation System - Mud Pumps There are two types of mud pumps in use today: (1) duplex pump (2) triplex pump • Duplex Pump: The duplex mud pump consists of two cylinders and is double-acting. • Triplex Pump: The triplex mud pump consists of three cylinders and is single-acting. 45
  • 46. Mud Pumps Figure 17: Duplex Mud Pump Figure 18: Triplex Mud Pump 46
  • 47. Mud Pumps Pumps are generally rated according to their: 1. Hydraulic power, 2. Maximum pressure, 3. Maximum flow rate. • Since the inlet pressure is essentially atmospheric pressure, the increase of mud pressure due to the mud pump is approximately equal the discharge pressure. 47
  • 48. Circulation System - Shale Shaker Figure 19: Shale Shaker When the mud returns to the surface, it is lead over shale shakers that are composed of one or more vibrating screens over which the mud passes before it is feed to the mud pits.
  • 49. The Rotary System • The function of the rotary system is to transmit rotation to the drillstring and consequently rotate the bit. During drilling operation, this rotation is to the right. • The main parts of the rotary system are: (1) swivel (2) rotary hose (3) kelly (4) rotary drive (master bushing, kelly bushing) (5) rotary table (6) drillstring 49
  • 50. The Rotary System Figure 20: Rotary System 50
  • 51. The Rotary System • Swivel The swivel which established a connection between hook and kelly, has to be constructed extremely robust. • Kelly The kelly has a square or hexagonal cross-section and provides the rotation of the drillstring. 51
  • 52. Rotary System Figure 21: Swivel 52
  • 53. Rotary System • Rotary Drive The rotary drive consists of master bushing and kelly pushing. The master bushing receives its rotational momentum from the compound and drives the kelly pushing which in turn transfers the rotation to the kelly. 53
  • 54. Rotary System Figure 22: Master & Kelly Bushing 54
  • 55. Top Drive System Top Drive System consist of : (1) Crown Block (2) Travelling Block (3) Top Drive (4) Drilling Line Figure 23: Top Drive 55
  • 57. Rig Selection • Following parameters are used to determine the minimum criteria to select a suitable drilling rig: (1) Static tension in the fast line when upward motion is impending (2) Maximum hook horsepower (3) Maximum hoisting speed (4) Actual derrick load (5) Maximum equivalent derrick load (6) Derrick efficiency factor 57
  • 58. Rig Types • Rig can be categorized as land and marine rig. • Land rig : (1) Cable tool (2) Rotary rig (portable, standard derrick & conventional rig) • Marine Rig : (1) Bottom supported : - Jackup - Barge (2) Floating rigs : - drillships - semi-sumbersibles 58
  • 59. Rig Selection • Many design criteria are used in selecting the proper marine rig. Major criteria are as follows: - water depth rating - derrick & substructure capacity - physical rig size and weight - deck load capacity - stability in rough weather - duration of drilling program - rig rating features, such as horsepower, mud mixing capacity - exploratory vs development drilling - availability & cost 59
  • 60. Rig Selection Pi  Ff v f P v h b  W W E E n E n Fd    1 W    n n  Fde   4      4 1 1  F d   E n E n F E de d 60
  • 61. Rig Selection Where: • Fd [lbf] ... load applied to derrick, sum of the hook load, tension in the dead line and tension in the fast line • Fde [lbf] ... maximum equivalent derrick load, equal to four times the maximum leg load • Ed [1] ... derrick efficiency factor 61
  • 62. Drilling Cost Analysis • To estimate the cost of realizing a well as well as to perform economical evaluation of the drilling project, before commencing the project, a so called AFE (Authority For Expenditure) has to be prepared and signed of by the operator. • Within the AFE all cost items are listed as they areknown or can be estimated at the planning stage. During drilling, a close follow up of the actual cost and a comparison with the estimated (and authorized) ones are done on a daily bases.
  • 63. Drilling Cost Analysis • Generally, an AFE consists of the following major groups: (1) Wellsite preparation, (2) Rig mobilization and rigging up, (3) Rig Rental, (4) Drilling Mud, (5) Bits and Tools, (6) Casings, (7) Formation evaluation
  • 64. Drilling Costs • On of the most basic estimations of drilling costs is given by: C  C t  t  t ( ) C  b r b c t f  D Where • Cf [$/ft] ... cost per unit depth • Cb [$] ... cost of bit • Cr [$/hr] ... fixed operating cost of rig per unit time • D [ft] ... depth drilled • tb [hr] ... total rotation time during the bit run • tc [hr] ... total non-rotating time during the bit run • tt [hr] ... trip time
  • 65. Drilling Costs • It has been found that drilling cost generally tend to increase exponentially with depth. Thus, the relationship as follow: C  a ebD Where C [$/ft] ... cost per unit depth D [ft] ... depth drilled
  • 66. Drilling Time • The drilling time can be estimated based on experience and historical penetration rates. Note that the penetration rate depends on: (1) type of bit used (2) wear of bit used (3) drilling parameters applied (WOB, RPM) (4) hydraulics applied (hydraulic impact force due to mud flow through nozzles) (5) effectiveness of cuttings removal (6) formation strength (7) formation type.
  • 67. Drilling Time • To estimate the drilling time, the so called “penetration rate equation”, a D K e dD dt  2 • When the historical values of depth [ft] versus ROP [ft/hr] are plotted on a semilogarithmic graph paper (depth on linear scale), a straight line best-fit of the equation estimates the drilling time. a D 1 t 2.203 2 d e a K 2 2.303 
  • 68. Drilling Time • Here a2 is the reciprocal of the change in depth per log cycle of the fitted straight line, K is the value of ROP at the surface (intercept of fitted straight line at depth = 0 ft). • The depth that can be drilled with each individual bit depends on (1) bit condition when inserted, (2) drilling parameters, (3) rock strength (4) rock abrasiveness.
  • 69. Drilling Time • Estimations of possible footages between trips can be obtained from historical data or applying equation: 1 D   2.303 2 where: • Di [ft] ... depth of the last trip • D [ft] ... depth of the next trip a Di b a L t a 2 2 ln(2.303 2 2.303
  • 70. Tripping Time • Tripping time is also a major contributor to the total time spent for drilling a well. Tripping can be either scheduled (change of bit, reach of casing point, scheduled well-cleaning circulation) or on-scheduled, due to troubles. • Following relationship can be applied to estimate the tripping time to change the bit. Thus the operations of trip out, change bit, trip in are included:
  • 71. Tripping Time        t s  D t 2  l t s where: • tt [hr] ... required time for round trip • ts [hr] ... average time required to handle one stand • D [ft or m] ... length of drillstring to trip • ls [ft or m] ... average length of one stand
  • 73. Subsurface Drilling Equipment • Drill Bit • MWD tools • Mud Motor • Drill Collar • Heavy Weight Drill Pipe • Drill Pipe • This chapter will be discussed further in upcoming class session.
  • 74. END