Rotary Drilling - Circulating Systems - Unit I.lesson 8
Rotary Drilling - Circulating Systems - Unit I.lesson 8
Rotary Drilling - Circulating Systems - Unit I.lesson 8
m m
1:
2:
3:
4:
5:
Making Hole
Drilling Mud
Drilling a Straight Hole
Casing and Cementing
Testing and Completing
1:
2:
3:
4:
1:
2:
3:
4:
5:
6:
7:
8:
9:
ROTAR DRILLING
CIRCULATING
SYSTEMS
Unit / Lesson 8
Third Edition
O p
INTERNATIONAL ASSOCIATION
OF DRILLING CONTRACTORS
Houston, Texas
1981
CONTENTS
In tro d u c tio n ...................................................................................................................1
Historical B ackground..................................................................................................2
F u ^ tio n s of Drilling F lu id s ......................................................................................... 3
Transporting Cuttings to the S u r fa c e ....................................................................3
Cleaning the Bottom of the H o l e ............................................................................ 3
Cooling the Bit and Lubricating the Drill s te m ..................................................... 4
S p i r t i n g the Walls of the W e ll............................................................................ 5
Preventing E n try of Formation Fluids into the W e ll.......................................... 7
Composition of Drilling M u d ....................................................................................... 8
W ater-base M uds........................................................................................................ 8
Oil M u d s.......................................................................................................................9
Testing of Drilling Mud ............................................................................................... 9
Density or W eight T e s t........................................................................................... 10
Viscosity and Gel Strength T e s te .......................................................................... 10
Filtration and Wall-building T e s ts ........................................................................ 11
Sand Content D eterm ination.................................................................................11
Solid, Liquid, and Oil Content D eterm ination..................................................... 11
Determination of pH . . . . . . . . . . . . . . . .
Other Tests ...............................................
Treatm ent of Drilling Mud . . . . . . . . . . . . .
Breakover .................................................
Weight-up .................................................
W ater-back ...............................................
T hinning.....................................................
Adding O i l .................................................
Chemical T re a tin g ....................................
Safe Handling of Mud and Mud Chemicals
Mud Circulating S y ste m s...........................................................................................18
Route of C irculation................................................................................................. 18
Mud P i t s .....................................................................................................................19
Mud P u m p s .............................................................................................................. 23
Standpipe and Rotary H o s e ...................................................................................26
Mud Return L in e ......................................................................................................30
Storage and Mixing Facilities.................................................................................30
H ^ r u l i c ^ Mud C ircu latio n .............................................................................. 3-1
FOREWORD
The first edition of Circulating System s was printed in 1968, and a revised edition became available in 1975. Each edition has been directed to the new crew
member, aiming to enhance the quality of his knowledge about the equipment he
will operate.
The circulating system of a drilling rig rivals the drill stem and most of the
other collections of rig components in importance. The system takes on
significance partly because of the large variety of pieces in its total makeup, each
piece needing continued and careful attention. The new crew member who
studies this manual with some diligence and works under proper guidance of
seasoned crew members is sure to be rewarded. Not only will he have firsthand
knowledge gained from his work; he will also have a good understanding of the
basic concepts th at go into the design of the equipment and the arithm etic that
accompanies some of its functions.
Despite the best efforts of w riters, editors, typesetters, and proofreaders, it is
difficult to produce a publication without errors. The Petroleum Extension Service will be most grateful to those readers who will call attention to errors found
in this publication. Systematic and conscientious effort is made to correct errors
before each printing of a manual.
Bruce R. Whalen
Publications Coordinator
ACKNOWLEDGMENTS
Preparation of this manual was greatly aided by Dan Fox of Magcobar I)vsion, D resser Industries, Inc., who reviewed the m anuscript and offered helpful
suggestions for content improvement. Frank P. H errin provided information
concerning rotary hose construction, and Fann Instrum ent Operations, Dresser
Industries, Inc., provided photographs of mud-testing equipment. The American
Petroleum Institute graciously granted permission for use of m aterial from A P I
Specification fo r Rotary D rilling Equipment, Thirty-Second Edition, May 1979.
On the PETEX staff, Ron Baker provided helpful content
"
Charles Kirkley gathered new material, and Donna Hankey designed the cover.
Jodie Leecraft
Editor
Introduction
Rotary drilling has two im portant features:
(1) the drill stem is rotated to turn the bit, and
(2) some type of drilling fluid is c irc u la ted -th at
is, pumped down the drill stem, out through the
bit, and back up through the hole to the surface.
The drilling fluid may be either liquid or gaseous. A liquid, such as w ater, is a fluid th at cannot be compressed. A gas, such as air or natural
gas, is a fluid th a t can be compressed.
The main purposes of circulation are t o 1 . transport bit cuttings to the surface;
2 . clean the bottom of the hole;
3. cool and lubricate the bit and drill stem;
4. support the walls of the wellbore; and
5. prevent entry of formation fluids into the
well.
Other purposes of circulation are to make it
possible to detect gas, oil, or w ater th at may
enter the drilling fluid from a form ation being
drilled; to get information necessary for
evaluating producing zones (from cuttings,
cores, or electric logs); and to transm it hydraulic
power to the bit. In addition, drilling fluid is
sometimes used to drive a turbodrill or downhole motor th at has been placed a t the bottom of
the drill stem. In this case, the drilling fluid provides power to the m otor so th at the bit turns
without engaging the rotary table. Compressed
air, the circulating fluid for air drilling, can also
be used to power a hamm er drill, a downhole
device th a t combines rotary motion with a
pounding action.
The circulating fluid may be w ater, mud, oil,
air, gas, or a m ixture of these. W ater is the liquid most commonly used. While it may be either
Historical Background
Spindletop, toe gusher brought in near Beaumont, Texas, in 1901, is sometimes considered
to be toe first well to use toe rotary drilling
method. Actually, it merely confirmed the value
of a method th at had been used extensively in
the area for five years.
The men who worked a t Spindletop had had
previous rotary experience and understood the
use of mud circulation for drilling toe type of
soft formations th at are prone to caving. The
Lucas well probably produced most of toe mud
needed to protect the h o le -th a t is, toe natural
clay form ations encountered in toe well provided a passable drilling fluid when mixed wth
water. One legend is th at mud was obtained by
driving cattle back and forth through a pit dug
out of toe ground and filled with w ater. It is
quite probable th at the mud used on toe well was
mixed in a pit nearby.
Circulating equipment for rotary drilling has
improved over toe years, but toe system of circulation rem ains essentially toe same. Mud
pumps have changed from small steam-powered
pumps for fluid pressures of 1,000 psi (pounds
per square inch) in 1916 (fig. 1) to present-day
F ig u re
2.
M o d e rn m ud pum ps
F ig u re
E a r l y m ud pum p
rates, although problems with w ater seepage into the hole still make liquid circulation the usual
method of choice.
In some ways, things have not changed much
since Spindletop. The rig crew members are still
expected to do the hard work of mixing mud, the
derrickman m ust still know the basic mud tests
and general principles of treating mud, and
various people m ust still share in the responsibility of keeping pumps and other circulating
equipment in efficient working condition.
Functions of
Drilling Fluids
Fluid in the circulating system of a rotary rig
acts to transport bit cuttings to the surface,
clean the bottom of the hole, cool the bit and
lubricate the drill stem, support the walls of toe
wellbore, and prevent entry of form ation fluids
into toe well.
Transporting Cuttings
to the Surface
Liquid, air, or gas in circulation moves rock
chips, sand, or shale particles out of a well as it
moves up toe annulus. For a liquid, the annular
velocity, or speed, is usually from 100 to 200 feet
per minute (ft/mn) in order to keep toe hole
clean. Circulation of 3,000 ft/min is considered
ample velocity in toe annulus for cleaning with
gas or air. The solids in mud are separated a t toe
surface by screening, settling, centrifugal action, chemical flocculation, or a combination of
methods. Solids brought up by air or gas in air
drilling are blown as dust or fine chips to a
waste pit.
The viscosity of a drilling mud is its resistance
to flow. On the rig, a Marsh funnel (fig. 3) is
generally used to measure apparent viscosity.
The timed rate of flow obtained usually correlates with true viscosity. Funnel viscosity may
be from 30 to 40 seconds per quart (s/qt) for lowsolids muds, from 40 to 50 s/qt for high-solids
F ig u r e 3 . M
N EL
e a s u r in g
m u d v is c o s it y w it h a
arsh fu n-
Cleaning the
Bottom of the Hole
A bit m ust have a clean surface on which to
work when making hole, w hether it is crushing
or shearing the formation. If chips or cuttings
are not swept away as they are formed, the bit
bogs down, and eventually the drill stem cannot
be turned. For the bit to regrind the chips
ig u r e
4 . C l e a n in g
the
bottom of th e
hole
F i g u r e 5. W a t e r c o u r s e s i n a r o l l e r c o n e b i t
F ig u r e 7. H
OF TH E HOLE
ig u r e
6. J
et
IN A ROLLER CONE B IT
y d r o s t a t ic p r e s s u r e
on s id e s
AND BOTTOM
ig u r e
8. M
e a s u r in g
m u d w e ig h t
ressu re
r a d ie n t
Lb/ft3
Specific
Gravity
Pressure Head
per 1,000 ft
of Depth (psi)
7.5
8.0
56.0
59.8
. 0
0.96
390
416
9.5
10.0
10.5
71.1
75.0
78.5
1.14
1.20
1.26
494
520
546
11.0
82.5
1.32
572
12.0
12.5
90.0
93.6
1.44
1.50
624
650
13.0
13.5
14.0
14.5
97.5
101.0
105.0
108.5
1.56
1.62
1.68
1.74
676
702
728
754
15.0
15.5
16.0
112.3
115.9
120.0
1.80
1.86
1.92
780
806
832
17.0
17.5
18.0
127.5
130.9
135.0
2.04
2.10
2.16
884
910
935
19.0
19.5
20.0
142.1
145.8
149.6
2.28
2.34
2.39
987
1,013
1,035
MUD.Fli.TRA
TH IC K MUD CAKE
ig u r e
9. F
il t e r c a k e
COURTESY
OF DRESSER
IN D U S T R IE S
T H IN MUD CAKE
ig u r e
. F
il t e r p r e s s
passes through a filter paper a t 100 psi helps indicate the wall-building quality of th at mud.
Certain difficulties may arise if the fluid loss
of a mud becomes excessive. First, the filter
cake may become thick enough to reduce the
diam eter of the hole, causing tight places in the
hole th a t may stick the drill stem. Second, muds
with a high fluid loss may in some instances
cause sloughing and caving of shale formation.
Third, filtrate entering the productive zones
may reduce the rate of oil flow after completion.
...i
Preventing Entry of
Formation Fiuids into the Well
The pressures of gas, oil, or w ater in formations penetrated by the bit may exceed the
hydrostatic pressure of the fluid column in a
well. If this happens, form ation fluid will enter
the well (a kick). To kill a kick, the blowout
preventers (BOFs) are closed to hold backpressure on the column a t the surface. Then
heavier mud is circulated in order to obtain
enough pressure a t the bottom of the hole to
overcome the form ation pressure.
W ater or mud produces sufficient hydrostatic
head to overcome form ation pressures usually
encountered. The addition of weighting m aterial
to mud being circulated in a well can make a
mud dense enough to hold back almost any formation pressure. When form ation pressures are
expected to be high, a high mud weight is needed, so the pits and other equipment should be arranged to handle the heavy mud. A mud weight
of 16 to 18 ppg is considered heavy.
Special valves and fittings a t the wellhead,
called blowout prev en ters, are used for
emergency control when form ation fluids enter
the hole. They close in the well and allow mud of
a weight great enough to control the pressure to
be circulated. M aintaining the proper mud
weight and carefully controlling other mud
characteristics are toe best ways to prevent
blowouts. Crew members on a rig should know
toe first signs of an impending blowout: toe
volume of fluid returning from toe hole increases, and when toe pump is shut down, mud
continues to flow from toe well and mud pits
'
ig u r e
11. M
u d flo w
f i ' 1
in d ic a t o r
ig u r e
12. P
it v o l u m e
in d ic a t o r
Composition of
Drilling Mud
Although three types of fluids are used for
drillin g -w ater-b ase muds, oil muds, and
gaseous fluids, the g reatest share of attention
m ust be paid to the properties and conditioning
of water-base muds because they are used so extensively.
Water-base Muds
Fresh w ater muds. The composition of spud
mud, the fluid used to s ta rt a well, varies with
d rillin g p ra c tic e s a ro u n d th e c o u n try .
Sometimes w ater alone is used; a t other times a
fairly good quality of mud is needed. The w ater
is obtained from a nearby source such as a well,
stream , or lake. A t some locations surface formations may consist of loose sand and gravel. In
such cases, the spud mud should have the ability
to build up a filter cake on the wall of the hole to
prevent caving. It should also be viscous (thick)
F ig u r e . B e n to n ite r e a c t i n g w ith w a t e r
gypsum sometimes added for control and st abty. Saturated saltw ater mud is a special waterbase fluid used for drilling a bed of salt. If a
freshw ater mud is used to drill a salt bed, the
hole enlarges because the fresh w ater in the
mud dissolves the salt. Saturated saltw ater mud
overcomes this problem.
Oil Muds
Oil muds are sometimes employed when a well
is about to enter a producing zone or when
special drillin g problem s such as high
tem peratures, sloughing shale, or stuck pipe are
encountered. The two types of oil muds are oilbase and invert-oil muds. Both are expensive
and m ust be handled with special care on the
job
Oil-base muds. Basically, an oil-base mud
consists of diesel oil, emulsifiers, stabilizing
agents, salt, and less than 5 percent w ater. The
exact composition depends on the supplier.
Although oil-base mud has a small amount of
w ater, any additional w ater is a contam inant
th at m ust be avoided. Even a very small amount
may cause undesirable thickening of the fluid.
Invert-oil muds. Invert-oil mud may contain
from 10 to 50 percent w ater by volume. The
w ater is emulsified as small droplets in the oil.
Properly prepared, invert-oil muds are very
tight emulsions. They are used much less commonly today than they were in the early 1970s
Testing of
Drilling Mud
Drilling crews are usually made responsible
for m easuring mud weight, funnel viscosity, and
sometimes filtrate loss. They may also measure
sand and salt content and alkalinity. Deep, expensive wells require testingfor allphysical properties, as well as electrolytic properties, of the
mud. Such testing is done at regular intervals by
a mud engineer or technician. The reason for
such testing is to determine what properties the
ig u r e
15. M
arsh fu n n ei
.<
F i g u r e 4 . M u d
balance
10
OF DRESSER
COURTESY
IN D U S T R IE S
Viscosity and
Gel Strength Tests
Filtration and
Wall-building Tests
Filtration rate is one of the most im portant
properties of drilling mud, for it is a m easure of
the relative amount of w ater in the mud lost to
permeable formations and therefore of the
relative amount of filter cake deposited on the
permeable walls of the hole. M easurements are
made with instrum ents called filter presses
(fig. 17), either a t low tem peratures or a t high
tem peratures th at simulate downhole conditions. Results give the volume of filtrate and the
thickness of the filter cake.
ig u r e
18.
S creen
set
h ig h -p re s s u re
filtra -
Determination of pH
The pH of a drilling fluid indicates its relative
acidity or alkalinity. A perfectly neutral liquid
has a pH of 7. An acid solution has a pH less
than 7; an alkaline solution has a pH more than
7. The m easurem ent of pH employs either the
colorimetric method, using chemically treated
paper strips, or the electrom etric method, using
glass electrode pH m eters. Bentonite-extended
muds usually have a pH within the range of
8.5-9.5; most thinners must have a pH above 9
to become activated; the corrosion rate is
minimum a t a pH of 1 0 - 2 ; lime systems have a
pH around 12.
Other Tests
Mud tests such as filtrate analysis, cation exchange, resistivity, and electrical stability of
emulsions may be carried out by a mud engineer
for the purpose of dealing with special drilling
problems.
Treatment of
Drilling Mud
In many drilling operations, it becomes
necessary to change the chemistry of the mud
from one type to another. Such a change is
referred to as a conversion or breakover.
Reasons for making a conversion may be (1) to
m aintain a stable wellbore, (2) to provide a mud
th at will tolerate higher weight, (3) to drill salt
formations, and (4) to reduce the plugging of
producing zones.
Breakover
F i g u r e . S t i l l t o D E T E R M IN E SOLID AND LIQ U ID GONTENT
OF MUD
term breakover refers to this thin-thick-thin sequence of events. Even though lignosulfonate
muds do not experience this sequence, the conversion of a lignosulfonate mud is still referred
to as a breakover. Lime muds, gyp muds,
calcium chloride muds, saturated saltw ater
muds, and potassium chloride muds all experience a breakover. In the conversion of
freshw ater muds, mud viscosity increases as
lime, gyp, and other chemicals are added; but
when a certain poi^t is reached, the viscosity
decreases as additional chemicals are added.
To calculate the amount o f barite needed 1. for mud weighing less than 12.0 ppg, add
60 sacks of barite to increase each 100 barrels (bhl) of mud 1 ppg; or
2. for mud weighing more than 12.0 ppg,
divide the desired weight by 0.2 to find the
number of sacks of barite needed to increase each 100 bbl of mud 1 ppg. For example, to raise the mud weight from 18.0
to 19.0 ppg, the calculation would b e -
Weight-up
Increasing mud weight is a fairly simple procedure. The im portant thing is to add the weight
m aterial a t a rate th at will keep the mud weight
constant in the suction pit while circulating.
Careful weighing of the mud in the suction pit
will tell w hether the weight m aterial is being
added too slow, too fast, or a t the right rate.
Calculating how many sacks of barite are
needed to increase the mud weight of a circulating system and how fast these sacks should
be added can be done by close approximation for
field use, using rule-of-thumb methods. It can
also be done very accurately by mud engineers,
using specific methods and tables.
Approxim ate calculation for field use.
Calculations m ust be made for two quantities:
(1) the amount of barite th a t m ust be added to
the mud in the system to produce the weight of
mud desired and (2) the time during which the
barite m ust be added.
19 - 9
13
TABLE 2
M
Initial
Mud
Weight
(lb/gal)
u d -W e ig h t
d ju s t m e n t w it h
a k it e o r
ater
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.0
14.5
15.0
15.5
16.0
16.5
17.0
17.5
18.0
9
29
59
90 123 156 192 229 268 308 350 395 442 490 542 596 653 714 778
9.5
29
60
92 125 160 196 234 273 315 359 405 452 503 557 612 672 735
10
43
30
61
93 128 164 201 239 280 323 368 414 464 516 571 630 691
10.5
85
30
31
62
96 131 167 205 245 287 331 376 426 479 531 588 648
11
128
60
23
31
64
98 134 171 210 251 294 339 387 437 490 546 605
11.5
171
90
46
19
32
66 101 137 175 215 258 301 348 397 449 504 562
12
214 120
69
37
16
33
67 103 140 179 221 263 310 357 408 462 518
12.5
256 150
92
56
32
14
34
68 105 144 184 226 271 318 367 420 475
13
299 180 115
75
48
27
12
34
70 108 147 188 232 278 327 378 432
13.5
342 210 138
94
63
41
24
11
35
72 111 150 194 238 286 336 389
14
385 240 161 112
76
54
36
21
10
36
74 113 155 199 245 294 345
14.5
427 270 185 131
95
68
48
32
19
9
37
75 116 159 204 252 303
15
470 300 208 150 110
82
60
43
29
18
8
37
77 119 163 210 259
15.5
513 330 231 169 126
95
72
54
39
26
16
8
39
79 122 168 216
16
556 360 254 187 142 109
84
64
48
35
24
15
7
40
81 126 172
16.5
598 390 277 206 158 123
96
75
58
44
32
23
14
7
41
84 129
17
641 420 300 225 174 136 108
86
68
53
40
30
21
13
6
42
86
17.5
684 450 323 244 189 150 120
96
77
62
49
38
28
20
12
6
43
18
726 480 346 262 205 163 132 107
87
71
57
45
35
26
18
12
5
The lower left half of this table shows the number of barrels of water which must be added to 100 bbl of mud to produce desired
weight reductions. To use this portion of the table, locate the initial mud weight in the vertical column at the left, then locate the
desired mud weight in the upper horizontal row. The number of barrels of water to be added per 100 bbl of mud is read directly
across from the initial weight and directly below the desired mud weight. For example, to reduce an 11 lb/gal mud to a 9.5 lb/gal
mud, 128 bbl water must be added for every 100 bbl of mud in the system.
The upper right half of this table shows the number of sacks of barite which must be added to 100 bbl of mud to produce desired
weight increases. To use this portion of the table, locate the initial mud weight in the vertical column to the left, then locate the
desired mud weight in the upper horizontal row. The number of sacks of barite to be added per 100 bbl of mud is read directly
across from the initial weight and directly below the desired mud weight. For example, to raise an 11 lb/gal mud to 14.5 lb/gal,
251 sacks of barite must be added per 100 bbl of mud in the system.
14
Water-back
Occasionally it becomes necessary to reduce a
higher mud weight to a lower mud weight. For
example, a heavier mud may be needed to drill a
high-pressured formation. Then, after casing is
set and the high-pressured formation is behind
the casing, it is sealed off. The formations below
the casing may be normally pressured, and a
decrease in mud weight is possible.
In water-base muds, reduction in mud weight
is usually done with water. The following formula can be used to approximate the volume of
w a te r n e e d e d to re d u c e th e w e ig h t:
V(W i - w 2)
w 2 - 8.34
where
X
V
W'l
w2
Thinning
To thin the mud means to lower the viscosity.
In the case of water-base muds, thinning can be
done by adding w ater or chemicals. W ater
decreases mud weight, whereas chemicals
do not. Therefore, when using weighted muds, a
careful choice m ust be made about whether to
add w ater, chemicals, or both to obtain
minimum treating costs. When the percentage
of solids is in the correct range, chemicals are
added. If the percentage of solids is high, w ater
is usually added.
The chemicals most widely used to thin waterbase muds are the lignosulfonates. They can be
used in all water-base mud systems. The lignites
receive the next widest application; phosphates
and tannates are now rarely used. When large
am ounts of thinners are added, they are usually
put through the hopper. Small amounts of thinners are usually added from the chemical barrel.
Adding 0
=
=
=
=
15
Safe Handling of
Mud and Mud Chemicals
'
F
ig u r e
2 . U
s in g
a mud gun
Chemical Treating
Mud is often treated with chemicals to control
such properties as weight, viscosity, gel
strength, filtration, pH, and contamination.
Numerous chemicals are available. They are
generally obtained in tee form of dry powders,
flakes, or liquids, and are usually dissolved in
- . .
'1
storage
FACILITIES
ig u r e
16
21. E
q u ip m e n t f o r c h e m ic a l t r e a t m e n t o f m u d
F ig u r e 22. F i r s t a id f o r
c h e m ic a l
b u rn s
op
th e s k in
17
Route of Circulation
Circulation of drilling mud begins from the
mud pits, with suction lines leading to the mud
pumps (fig. 24). Mud pumps send the mud
through the rotary hose into the swivel, down
SWIVEL
STANDPIPE
HOUSE
ROTARY HOSE
MUD
PUMP
KE LLY
DISCHARGE
SECTION LINE
D R ILLP IP E
MUD M IXING HOPPER
PIT
DITCH
SHALE
SHAKER
MUD PIT
D R ItL COLLAR
RESERVE PIT I
SHALE SLIDE
BOREHOLE
ig u r e
18
24. R o u te
o f c ir c u l a t in g f l u id
Mud Pits
The main functions of mud pits a r e 1. to accumulate mud circulated from the
well;
2. to supply fluid to the pump for circulation;
and
3. to store mud so as to provide enough fluid
to fill the hole when pipe is removed.
A drilling rig for medium-depth holes can
usually operate quite satisfactorily with earthen
pits for circulation. Although most rigs are
equipped with steel pits, a look a t a system with
earthen pits is useful to understand the basic
functions of mud pits (fig. 25). When earthen
pits are being used, a short trench between the
pits ensures th at the mud stream travels tee
full length of each pit before reaching tee pump.
The slow movement of tee mud allows the cuttings to settle out before the mud is pumped
back into the well. The first pit is large enough
ig u r e
25. E
a r t h f .n
p it s
fo r
f l u id
c ir c u l a t io n
and
W ASTE D IS?O S A L
19
DEGASSER
DESANDER
DES -TER
^ RETURN LINE
S H ^ E SHAKER
w
F
ig u r e
20
2 6 . A
u x il ia r y e q u ip m e n t in s t a l l e d
s t e e l m u d p it s
REVIEW QUESTIONS
LESSONS IN ROTARY DRILLING
Unit /, Lesson 8: Circulating System s
W hat are the five prin :pa purposes of fluid circulation in rotary drilling ?
)(
______________________________________________________________
)2( _________________________________________________________
)3(
______________________________________________________________
)4(
______________________________________________________________
(5)
______________________________________________________________
)4( _______________________________________
)2( ----------------------
)5( _____________________________________
(3)
(6) _______________________________________
...
)5( _______________________________________
)2( ____________________________ _
)6( _____________________________________
)3( _______________________________________
)7( _______________________________________
(4)
(8) _______________________________________
(1)
(2)
- ------------------------------------------------ )2 (
9. W hat three im portant properties does bentonite give to w ater or water-base mud?
(1) --------------------------------------------------------------------------------------------------------------------------
(2)
.. .
(3)
10. The organic chemical in widest use today for thinning and filtration control of drilling mud is
W hat is the difference in w ater content between oil-base muds and invert-oil muds?
12. Match the properties of drilling mud (listed on the left) with the equipment used to test for each
(listed on the right).
) (
Density, or weight
(2)
(3)
(4)
Sand content
(5)
c. Mud balance
D. ? a p e r strips or glass
electrode m eter
F. Marsh funnel and
directiindicatingviscom eter
(6)
pH
F. Still
(3)
(4)
A. Screen set
B. Filter press
14. List the procedures th a t should he carried out before drilling mud is converted.
)
(
_____________________________ -_________________________________________________
)2( ________________________________________________________________
)3( ___________________________________________________________________
)4(
___________________________________________________________________
15. Increasing mud weight requires two calculations, either approximate or accurate. W hat factors
must be calculated?
(1)
(2) _______________________________________________________________________________
16. To what procedure does the term water-back refer?
17. W hat is the difference between the effects of adding w ater to mud and adding chemical thinners to
mud?
19. W hat is the first-aid treatm ent for both chemical burns of the skin and chemical burns of the eye?
20. Trace the route of circulation of drilling mud by naming (in order) the main items of equipment
through which it travels, beginning with the mud pumps.
)_______________________________________ (
)5(
)2( _____________________________________
)6( _____________________________________
)_______________________________________ (
)7( _______________________________________
)4( _______________________________________
)_____________________________________ (
)2( ___________________________________
(3)
22. Name six items auxiliary mud-handling equipment th at are usually placed on or adjacent to the
mud pits.
)_______________________________________ (
)4( _______________________________________
)2( _______________________________________
)5( _______________________________________
)3( _______________________________________
)6( _______________________________________
23. W hat are the two general types of mud pumps used for rotary drilling?
)
---------------------------------------------------------------------------------------------------------------------------------------
(2)
24. W hat are the four circulation components in which pressure losses take place while drilling?
) ) _________________________________________ (3 ( -----------------------------------------------------)2( ------------------------------------------------------------ )4( -----------------------------------------------------25. State the two im portant disadvantages of drilling with air or
1 ) ___________________________________________________
2)
....
26. How does foam help in moving w ater out of the hole when drilling with air?
27. W hat circulating fluid is most commonly used for workover drilling?
M U D PITS
SHEAR RELIEF VALVE
(POP-OFF VALVE)
PULSATION
D A M ENER
HIGH-PRESSURE
RELIEF LI^ES
TO PITS
IN TA K E LINES
TO PUM PS
CENTRlPtyGAIi
:TION C H A RGE
ig u r e
27. L
in e s fr o m m u d p u m p s t o s t e e l p it s
-:,-
;
ig u r e
2 8 . f tE S E R E
p it s
21
ig u r e
29. L
a y o u t o f m u d t a n k s a n d r e l a t e d f a c il it ie s
ig u r e
30. J
e t s if h o n
The essential features of mud-handling equipm ent for very deep drilling include1. a capacity of 800 barrels in the working
pits, plus 00 barrels of ready reserve;
2. paddle agitators and mud guns for stirring;
3. high-capacity centrifugal pumps for mixing and transferring mud;
4. a je t hopper for rapid mixing of dry mud;
5. bulk-bin storage for barite;
6. covered storage for sacked material;
7. convenient storage for mixing chemicals
and mud additives;
8. ample w ater storage and supply;
9. a mud-gas separator; and
10. built-in piping and ditches.
Mud Pumps
A rig usually has two mud pumps, which are
the very heart of a fluid-circulating system for
rotary drilling. Their function is to give power
to the fluid in the form of pressure and volume,
thus moving the fluid from the pit, through the
drill stem, to the bit (where hydraulic power is
expended for jetting), back up the annulus, and
back to the pit. Mud pumps are either duplex or
triplex.
Duplex, double-acting pum ps. The duplex,
double-acting pump is widely used for rotary
drilling (fig. 31). Each of the two cylinders of
this pump is filled on one side of the piston a t the
same time th at fluid is being discharged on the
PULSATION
DAMPENER
DISCHARGE
,.
'
VALVE
POTS
t
CYLINDER
HEAD COVERS
SUCTION
LINE
F
ig u r e
31. D
u plex m ud pu m p
'
DISCHARGE VALVES
'ALVE COVERS
CYLINDER HEA
COVERS
F ig u r e 3 2 . O
PUM P
p e r a t io n o f
'
PULSATION
(AMPENER
S U C ^O N LINE
24
iS H
F ig u re 33. T r ip le x
pu m p
Intake
F ig u r e 3 4 . O
PUM P
p e r a t io n o f p is t o n a n d v a l v e s o f a
CENTRIFUGAL
PUMP ,
= =
ELECTRIC
PUMP MOTOR
'
-
F
ig u r e
'
3 5 . C e n t r if u g a l
rip u m p f o r s u c t io n c h a r g in g o f a t r ip l e x
pu m p
VIBRATOR HOSE
ig u r e
36. H
i g h -p r e s s u r e m u d m a n if o l d
F i g u r e 3 7 . S e r v i c i n g a m u d
pum p
ig u r e
3 8 . S t a n d p ip e
and h o se a rra n g em en t
ig u r e
3 9 . S t a n d p ip e
h e ig h t fo r a
5 5 -fo o t
h o se
PRIMARY
CARCASS
T R A V E L IN
BLOCK
W IR F
REINFCRCEMENT
HOOK
SECONDARY
CARCASS
CABLE
REINFORCEMENT
(MAY BE OF
MULTIPLE tAYERS)
SWIVEL
GOOSENECK
OPEN-WEAVE
FABRIC
SW IVEL
COVER
ROTARY
^OSE j
F ig u re
. R o ta ry
GOOSENECK
hose
a tta c h e d
to
th e
" "
THREADE
COUPLING
s w iv e l
F ig u re
41.
C o n s tru c tio n o f r o ta r y h o se
Size, S ta n d a rd
In sid e
L e n g th .
D ia,
ft.
'
35
40
2
2 /
G rad e
A B
A B, C
A
A
A
A
A
A
A
B
B
B
u
B
B
B
D E
C E
> E
) ( E
C (E
('. E
c (E
no
12
4
4
4
4
4
Q
c
c
c
c
c
c
c
lb
lb
20
2%
30
bo
bb
20
30
bb
60
70
7 b
10
12
lb
20
30
3%
55
60
70
7 b
10
12
20
30
55
60
70
75
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
5
5
10
3
3
3
3
3
10
12
3
T h re a d s
(L in e
? ip e
I) E
1) K
D E
I) E
D
D E
l> E
c I)
G rade
D
G rade
A
G rade
G rade
1500
1500
2000
2000
4000
1500
1500
1500
1500
1500
1500
1500
2000
2000
2000
2000
2000
2000
2000
4000
4000
4000
4000
4000
4000
4000
5000
5000
5000
5000
5000
5000
5000
7500
7500
7500
7500
7500
7500
7500
4000
4000
4000
4000
4000
4000
4000
4000
4000
5000
5000
5000
5000
5000
5000
5000
5000
5000
5000
5000
5000
5000
5000
c
c
c
c
c
c
c
D E
(K
E
<E
(E
E
E
(E
4000
4000
4000
4000
4000
4000
4000
4000
4000
5000
5000
5000
c
c
c
c
c
c
c
D
D
(
D
D
4000
4000
4000
4000
4000
4000
4000
4000
4000
5000
5000
5000
5000
5000
5000
5000
5000
5000
<
COURTESY OF A PI S P E C 7
5000
11
12
13
14
G rade
G rade
G rad
G rade
D
G r^de
3000
3000
4000
4000
8000
3000
3000
3000
3000
3000
3000
3000
4000
4000
4000
4000
4000
4000
4000
8000
8000
8000
8000
8000
8000
8000
10,000
10,000
10,000
10,000
10,000
10,000
10,000
15,000
15,000
15,000
15,000
15,000
15,000
15,000
7500
7500
7500
7500
7500
7500
7500
7500
7500
8000
8000
8000
8000
8000
8000
8000
8000
8000
10,000
10,000
10,000
10,000
10,000
10,000
10,000
10,000
10,000
15,000
15,000
15,000
15,000
15,000
15,000
15,000
15,000
15,000
7500
7500
7500
7500
7500
7500
7500
7500
7500
8000
8000
8000
8000
8000
8000
8000
8000
8000
10,000
10,000
10,000
10,000
10,000
10,000
10,000
10,000
10,000
15,000
15,000
15,000
15,000
15,000
15,000
15,000
15,000
15,000
8000
8000
8000
8000
8000
8000
8000
8000
8000
10,000
10,000
10,000
10,000
10,000
10,000
10.000
10,000
10,000
ROTARY HOSE
17 D efinitions. R otary drilling hose is used as
the flexible connector betw een the top of th e standpipe and the swivel which allows fo r vertical trav el.
I t is usually used in lengths of 45 feet and over.
R otary v ib ra to r hoses a re used as flexible connect rs betw een th e mud pum p m anifold and the
standpipe m anifold to accom m odate alig n m en t and
isolate v ib ra ti n. They are usually used in lengths
17.2 SizesanR otarSy drillin g hose and ro ta ry vibrato r hose s^all be fu rnished in th e sizes and lengths
given in able 17.1 as specified on the purchase
or^er. A dditional lengths of v ib ra to r hose m ay be
ordered, and lengths of drilling hose m ay be ordered
in five foot increm ents. They m ay be m arked w ith
th e A P I m onogram if they m eet the o th e r r e uirem ents of th is specification.
17.3 D imensions. D im ensions of ro ta ry hose shall
conform to th e r e t i r e m e n t s of Table 17.1 and
Fig. 17.1, except as noted in P ar. 17.2.
17.4 Connections. R o ta ry hose assem blies shall
be fu rnished w ith ex tern al connections thread ed
w ith li e-pi e th re ad s a s specified in A P I Spec. 5B:
A P I S p e c ific a tio n f o r Thread ing, G aging, and
Thread Inspection / Casing, T ub in g , and. L in e
Pipe Threads. The A P I m onogram m a^ be retain ed
ig u r e
42. API
S PE C IF IC A T IO N S FOR H OSES
MUD R E ^R N
LINE
LMsnaasH
|
ig u r e
43. M
u d r e t u r n l in e
'ANKS
"SSSr
11
ig u r e
30
44. M
u d a n d c h e m ic a l s t o r a g e
ig u r e
45. J
et
31
C i t a t i o n
the hole so th at the bit can cut into the formation and not simply redrill cuttings. The mud
pump is the source of the hydraulic power for
the mud stream . Some of this power is lost as
the mud travels through the surface piping and
down the drill stem. It is lost because the inside
surfaces of the pipe are rough and produce t'riction and turbulence in the mud stream , both of
which reduce the power. At the bit, the mud
leaves the drill stem through je t nozzles, and the
hydraulic power th at is still left in the mud after
its trip through the drill stem leaves the bit at
high velocity and lifts the cuttings off the bottom of the hole. Then the rem aining hydraulic
power forces the mud up the annulus and back
to the surface. Once the mud reaches the surface, all of the hydraulic power is used up
(fig. 46). One term for this loss of hydraulic
power is pressure loss. Engineers often speak of
such losses as system pressure losses.
Pressure Loss
Percent of Loss
Surface equipment
Drill stem
Bit nozzles
Return annulus
50
650
1,200
100
psi
psi
psi
psi
2.5
32.5
60.0
5.0
Total loss
2,000 psi
100.0
Rig Equipment
In air drilling, the air does not make a complete circulation. It makes one trip through the
compressors, down the drill stem, and back to
the surface, where it is blown to waste. Skidmounted compressors furnish the high-pressure
air for a regular rotary rig arranged for air drilling (fig. 4?). Other equipment required to handie air for circulation includes chemical treatm ent equipment to use against corrosion and
specialized equipment such as (1) mist pumps for
injecting foamers and fluid when drilling with
foam or mist, (2) hamm er drills to increase
penetration rates, and (3) air bits, special bits
with extra-heavy shanks and ducts to allow air
to flow through the bit bearings.
In preparing to drill with air, the usual procedure is as follows. Rigging up for using mud
as the circulating medium is done first. Then the
F ig u re 47. A ir c o m p re sso rs f o r
air
--
PILOT LIGHT
BYPASS LINE
FLEXIBLE LINE
MUD TANKS
COMPRESSOR LINE
STANDPIPE
CHEMICAL PUMP
PUMPS
RIG
COMPRESSOR
PREVAILING A W IN D S
F ig u re 48. A rra n g e m e n t
ig u r e
49. B
low out
of
E U IFM E N T f r a i r c i r c u l a t i o n
FR EV EN TER S
f o r a ir d r il l in g
BLOOEY LI^E
ig u r e
51. B
looey
LIN E
OF NL IN D U S T R IE S
COURTESY
compressors or a connection to a supply of highpressure gas is installed (fig. 48). Next, the
blowout preventers (fig. 49) and a rotating head
are hooked up, and safety precautions are put
into effect to minimize the fire hazard. A
rotating head, or rotating blowout preventer
(fig. 50), makes a seal around the kelly to prevent the air or gas from leaking during drilling,
while still allowing the drill stem to rotate. An
exhaust line, or blooey line, equivalent to the
mud retu rn line for mud circulation, is connected below the rotating head to vent the air or
gas to a location a t a safe distance from the rig
(fig. 51). If gas is being used, a pilot light is set
up a t the end of-the exhaust line to ignite the gas
as it leaves.
C alculating the volum e o f a i r needed. Air or
gas usually returns up the annulus a t a rate of
about 3,000 ft/min, depending on several
variables. The most im portant of these variables
are the rate of penetration, well depth, and
amount of w ater entering the well. Other
variables are the diam eters of the hole and drill
F ig u r e 50. R o ta tin g
head
Use of Foam
TABLE 4
A
4 / i n c h - 2 R ILL P
ip e
p p r o x im a t e
w it h
ate of
o l u m es to
ir c u l a t io n
roduce
if t in g
( f t 3/ m i n ) i n 8 % - i n c h H o l e w i t h
P o w e r E q u iv a l e n t t o a V e l o c it y
of
3 ,0 0 0
f t / m in
Drilling Rates
Well Depth
Compressed Air
Natural
30 ft/h
90 ft/h
2,000 ft
1,039 ft3/mln
1,113 ft3/min
1,326 ft3/min
1,426 ft3/min
4,000ft
1,174 ft3/min
1,323 ft3/min
1,486 ft3/min
, </<
ft 6,000
1,30
ft3/min 1,573
1,646 ?
ft3/min 1,946
30
90 ft/h
______________
.'
ig u r e
52.
Chem
i c a l t a n k a n d p u m p p r c i r c u l a t i n g
w it h fo a m
Workover
Circulating Systems
Circulating Fiuid
37
F ig u r e 53. C ir c u la t io n s y s te m
f o r a w o rk o v e r rig
GLOSSARY
39
consuming power in the process. They may be positivedisplacement compressors 0 nonpositive-displacement compressors.
condition v: to treat drilling mud with additives to give it
certein properties. Sometimes the term applies to water
used in boilers, drilling operations, and so on. To condition
and circulate mud is to ensure that additives are distributed
evenly throughout a system by circulating the mud while it is
being conditioned.
conversion n: the change in tee chemistry of a mud from
one type to another; also called a breakover. Reasons for
making a conversion may be (I) to maintain a stable
wellbore, (2) to provide a mud that will tolerate higher
weight 0 density, (3) to drill soluble formations, and (4) to
provide protection to producing zones.
core n: a cylindrical sample taken from a formation for
geolo^cal analysis. Usually a conventional core barrel is
substituted for tee bit and procures a sample as it penetrates
the formation, v: to obtain a formation sample for analysis.
corrosion n: a complex chemical or electrochemical process
by which metal is destroyed through reaction with its environment. For example, rust is corrosion.
cuttings n pi: the fragments of rock dislodged by the bit and
brought to the surface in tee drilling mud. Washed and dried
samples of the cuttings are analyzed by geologists to obtain
information about the formations drilled
cylinder n: 1. the unit of an internl-combuston engine in
which combustion and compression take place. 2. a chamber
in a pump from which the piston expels fluid.
40
filter cake n: 1. compacted solid or semisolid material remaining on a filter after pressure filtration of mud with tee
standard filter press. Thickness of the cake is reported in
thirty-seconds of an inch or in millimetres. 2. the layer of
concentrated solids from the drilling mud that forms on the
wells of the borehold opposite permeable formations; also
called wall cake or mud cake.
filter press n: a device used in the testing of filtration properties of drilling mud. See mud.
filtrate n: a fluid that has been passed through a filter.
fishtail bit n: a drilling bit with cutting edges of hard alloys;
also called a drag bit. First used when tee rotary system of
drilling was developed about 1000, it is still useful in drilling
very soft formations.
flash point n: the temperature at which a petroleum product
ignites momentarily but does not burn continuously.
I
internal-combustion engine n: a heat engine in which the
pressure necessary to produce motion of the mechanism
results from the ignition or burning of a fuel-air mixture
within the engine cylinder.
M
manifold : an accessory system of piping to a main piping
system (or another conductor) that serves to divide a flow
41
valves, and mud agitators. Mud pits are also called shaker
pits, settling pits, and suction pits, depending on their main
purpose. Also called mud tanks.
mud pump n: a large reciprocating pump used to circulate
the mud on a drilling rig. A typical mud pump is a single- or
double-acting, or three-cylinder piston pump whose
pistons travel in replaceable liners and are driven by a
crankshaft actuated by an engine or motor. Also called a
slush pump.
mud return line n: a trough or pipe placed between the surface connections at the wellbore and the shale shaker,
through which drilling mud flows upon its return to the surfrom the hole.
s
shale n: a fine-grained sedimentary rock composed of consolidated silt and clay or mud. Shale is the most frequently
occurring sedimentary rock.
shale shaker n: a series of trays with sieves that vibrate to
remove cuttings from toe circulating fluid in rotary drilling
operations. The size of the openings in the sieve is carefully
selected to match toe size of the solids in the drilling fluid
and the anticipated size of cuttings. Also called a shaker.
shear n: action or stress that results from applied forces and
that causes or tends to cause two adjoining parts of a body to
slide relative to each other in a direction parallel to their
plane of contact.
single n: a joint of drill pipe.
specific gravity n: toe ratio of toe weight of a ^ ven volume
of a substance at a given temperature to the weight of an
equal volume of a standard substance at toe same
temperature. For example, if 1 cubic inch of water at 39F
weighs 1 unit and 1 cubic inch of another solid or liquid at
39F weighs 0.95 unit, then the specific gravity of toe
w
wall cake n: also called filter cake or mud cake. See filter
cake.
water-back v: 1. to reduce the weight or density of a drilling
mud by adding water. 2. to reduce toe solids content of a
mud by adding water.
44
I L ,,
these fluids
10. lignosulfonate
12. (1)C
(2)E
(3)B
(4)A
(5)F
(6)D
13. (1) To maintain a stable wellbore
(2) To provide a mud that will tolerate higher weight
(3) To drill soluble formations
(4) To provide protection to producing zones
25. (1) Air cannot prevent sloughing of the walls of the well,
and sticking of toe drill stem becomes likely.
(2) Air cannot exert enough pressure to prevent formation fluids from entering toe wellbore.
26. Foam causes the water to froth and foam into a large
volume and thus reduces toe pressure needed to move
the water out of the hole.
27. Salt water
,'