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Transcript of Ch 6 Well Control
Assoc. Prof. Abdul Razak Ismail, UTM
SKPP 3413 - DRILLING ENGINEERING
Chapter 6 – Well Control
Assoc. Prof. Abdul Razak Ismail
Petroleum Engineering Dept.
Faculty of Petroleum & Renewable Energy Eng.
Universiti Teknologi Malaysia
Assoc. Prof. Abdul Razak Ismail, UTM
Contents
Types of well control
Causes of well kicks
Warning signs of kicks
Methods of killing kicks
Blowout prevention equipment and well control
procedures
2
Assoc. Prof. Abdul Razak Ismail, UTM
What is Well Control?
The technique used in oil and gas operations to
maintain the fluid column hydrostatic pressure and
formation pressure to prevent influx of formation
fluids into the wellbore
Technique involves the estimation of formation fluid
pressures, the strength of the subsurface formations
and the use of casing and mud density to offset those
pressures in a predictable fashion
Understanding of pressure and pressure relationships
are very important in well control
3
Assoc. Prof. Abdul Razak Ismail, UTM
4
Assoc. Prof. Abdul Razak Ismail, UTM
What is kick?
• An unscheduled entry of formation fluid(s) into the wellbore
• The pressure found within the drilled rock is greater than the mud hydrostatic pressure acting on the borehole or face of the rock
• Therefore, the formation pressure has a tendency to force formation fluids into the wellbore
• If the flow is successfully controlled the kick has been killed, if not BLOWOUT !!!
5
Assoc. Prof. Abdul Razak Ismail, UTM
What is Blow Out ?• Any uncontrolled pressure
or formation fluids that
enter into the well during
drilling operation and starts
to explode
6
Assoc. Prof. Abdul Razak Ismail, UTM
What turns a kick into a blowout?
The key objectives in blowout prevention are:
– To detect the kick as soon as possible
– To take steps to control the circulation of the kick out of the
well
– To take steps to increase the density of the fluid in the well
to prevent further fluids from entering the well
Lack of proper control !!
All kicks in some way are related to drilling fluid
7
Assoc. Prof. Abdul Razak Ismail, UTM
8
Assoc. Prof. Abdul Razak Ismail, UTM
Why a kick occur?
9
• The pressure inside the wellbore is lower than the formation pore pressure (in a permeable formation):
Pw < Pf
How a kick occur?• Mud density is too low
• Fluid level is too low - trips or lost circulation
• Swabbing on trips
• Circulation stopped - ECD too low
Assoc. Prof. Abdul Razak Ismail, UTM
The severity of the kick depends upon
several factors:
The ability of the rock (porosity, permeability) to
allow fluid flow to occur
– A rock with high porosity and permeability has a greater
potential for severe kick (e.g. sandstone is considered to
have a greater kick potential than shale)
The amount of pressure differential involved
10
Assoc. Prof. Abdul Razak Ismail, UTM
How do we prevent kicks?
Maintain the Pw > Pf
Do not allow the Pw to exceed the fracture pressure
This is done by controlling the Phyd of the drilling
fluid, and isolating weak formations with casing
11
Assoc. Prof. Abdul Razak Ismail, UTM
Causes of kicks
1. Insufficient mud weight
2. Improper hole fill-up during trips
3. Swabbing
4. Cut mud
5. Lost circulation
12
Assoc. Prof. Abdul Razak Ismail, UTM
1. Insufficient mud weight
One of the predominant causes of kicks
Pressure imbalance fluids begin to flow into the wellbore
Normally associated with abnormal formation pressures
Very high mud weight (overbalance) cannot be used because:
– High mud weight may exceed the fracture gradient of the
formation and induce an underground blowout
– Slightly reduce penetration rates
– Pipe sticking
Therefore, maintain the mud weight slightly greater than the
formation pressure until that time the mud weight begins to approach
the fracture gradient requiring an additional string of casing
13
Assoc. Prof. Abdul Razak Ismail, UTM
2. Improper hole fill-up during trips
As the drill pipe is pulled out of the hole, the mud
level falls because the drill pipe steel had displaced
some amount of mud
With the pipe no longer in the hole, the overall mud
level will reduce, therefore, the hydrostatic pressure
of the mud will decrease
Therefore, it is necessary to fill the hole with mud periodically
to avoid decreasing of hydrostatic pressure
14
Assoc. Prof. Abdul Razak Ismail, UTM
3. Swabbing
Swab pressures are pressures created by pulling the drill string from the borehole
This action will reduce the effective hydrostatic pressure throughout the hole below the bit
If this pressure decrease is large enough, there will be potential kick
Reasons
– Pipe pulling speed
– Mud properties
– Hole configuration (large swab pressure for small hole)
– Bit balling effect
15
Assoc. Prof. Abdul Razak Ismail, UTM
4. Cut mud
Gas contaminated mud will occasionally cause a kick
although this occurrence is rare
Mud density will decrease
As gas is circulated to the surface, it may expand and
decrease the overall hydrostatic pressure to a point
sufficient to allow a kick to occur
Although the mud weight is cut severely at the
surface, the total hydrostatic pressure is not decreased
significantly since most of the gas expansion occurs
near the surface and not at the bottom of the hole
16
Assoc. Prof. Abdul Razak Ismail, UTM
5 Lost circulation
Decreased hydrostatic pressure occurs due to a
shorter column of mud
When a kick occurs as a result of lost circulation, the
problem may become extremely severe since a large
amount of kick fluid may enter the hole before the
rising mud level is observed at the surface
17
Assoc. Prof. Abdul Razak Ismail, UTM
Warning signs of kicks
1. Flow rate increase
2. Pit volume increase
3. Flowing well with pumps off
4. Pump pressure decrease and pump stroke increase
5. Improper hole fill-up on trips
6. String weight change
7. Drilling break
8. Cut mud weight
18
Assoc. Prof. Abdul Razak Ismail, UTM
1. Flow rate increase
• When pumping at a constant rate, the flow rate increase more than
normal i.e. formation is aiding the rig pumps in moving the fluid up
the annulus by forcing formation fluids into the wellbore
2. Pit volume increase
• If the volume of fluid in the pits is not changed as a result of surface
controlled actions, therefore, an increase in pit volume indicates that
a kick is occurring
• The fluids entering the wellbore as a result of the kick displace an
equal volume of mud at the flow line and result in a pit gain
3. Flowing well with pumps off
• When the rig pumps are not moving the mud, a continued flow from
the well indicates that a kick is in progress
19
Assoc. Prof. Abdul Razak Ismail, UTM
4. Pump pressure decrease and pump stroke increase
• A pump pressure change may indicate a kick
• The initial entry of the kick fluids into the borehole may cause the
mud to flocculate and temporarily increase the pump pressure
• As the flow continues, the low density influx will displace the heavier
mud and the pump pressure may begin to decrease
• As the fluid in the annulus become less dense, the mud in the drill
pipe will tend to fall and the pump speed may increase
5. Improper hole fill-up on trips
• When the drill string is pulled out of the hole, the mud level should
decrease by a volume equivalent to the amount of steel removed
• If the hole does not require the calculated volume of mud to bring the
level back to the surface, a kick fluid has entered the hole and filled
the displacement volume of the drill string
20
Assoc. Prof. Abdul Razak Ismail, UTM
6. String weight change
• The mud provide a buoyant effect to the drill string, heavier muds
have a greater buoyant force than less dense muds
• When kick occurs, the mud density will decrease and as a result, the
string weight observed at the surface begin to increase
7. Drilling break
• An abrupt increase in bit penetration rate (shows a new rock type),
called a drilling break, is a warning sign of possible kick
• Although the drilling break occur, it is not certain that a kick will
occur, therefore, it is recommended to drill 3 – 5 ft into the sand and
stop to check for flowing formation fluids
8. Cut mud weight
• Decreased mud weight observed at the flow line has occasionally
caused a kick to occur
• Possible causes is gas (also oil and water) entering the formation
• However cut mud weight have small effect
21
Assoc. Prof. Abdul Razak Ismail, UTM
Typical Kick Sequence
1. Kick indication
2. Kick detection - (confirmation)
3. Kick containment - (stop kick influx)
4. Removal of kick from wellbore
5. Replace old mud with kill mud (heavier)
22
Assoc. Prof. Abdul Razak Ismail, UTM
Procedures in the event of a kick
At the first indication of a kick– Stop drilling
– Raise the bit off the bottom of the well (to shut in the well)
– Stop the pumps and check to see if there is a flow from the well
– If the well does flow, close the BOP and shut in the well
Readings are taken to stabilize shut in drill pipe and
casing pressures
Calculation are made to determine the density of the
mud that will be used to kill the well
Calculations are also made to determine the kick out,
and to fill the hole with new mud
23
Assoc. Prof. Abdul Razak Ismail, UTM
Handling procedures of a kick may vary, and no one
method can be employed to each kick situation
Factors affecting kill procedures are:
– The area where the well is being drilled
– The depth of the well
– The operational procedures adopted by the contractor
– The equipment available
24
Assoc. Prof. Abdul Razak Ismail, UTM
25
Typical Fluid Gradient
Gas 0.075 – 0.150 psi/ft
Oil 0.3 – 0.4 psi/ft
Water 0.433 – 0.520 psi/ftDep
th
Pressure
Assoc. Prof. Abdul Razak Ismail, UTM
Kick Detection and Control
26
Kick Detection Kick ControlKick Detection Kick Control
Assoc. Prof. Abdul Razak Ismail, UTM
1. Circulate kick out of hole
27
Keep the BHP constant throughout
Assoc. Prof. Abdul Razak Ismail, UTM
2. Circulate Old Mud out of hole
28
Keep the BHP constant throughoutChapter 6: Well Control
Assoc. Prof. Abdul Razak Ismail, UTM
Dynamic Kick Control
[Kill well “on the fly”]
29
For use in controlling shallow gas kicks
No competent casing seat
No surface casing - only conductor
Use diverter (not BOP’s)
Do not shut well in!
Assoc. Prof. Abdul Razak Ismail, UTM
Dynamic Kick Control
30
For use in controlling shallow gas
kicks
Keep pumping. Increase rate!
(higher ECD)
Increase mud density, » 0.3 #/gal
per circulation
Check for flow after each
complete circulation
If still flowing, repeat 2-4.
Assoc. Prof. Abdul Razak Ismail, UTM
Conventional Kick Control(Surface Casing and BOP Stack are in place)
31
Shut in well for pressure readings
Remove kick fluid from wellbore
Replace old mud with kill weight mud
Use choke to keep BHP constant
Assoc. Prof. Abdul Razak Ismail, UTM
Calculations
Example: What overbalance would there be in a hole
drilling at 7,000 ft if the mud weight is 9.5
ppg and the formation pressure is 3,255 psi?
Solution:
DP = 0.052 (9.5) (7,000) – 3,225 = 203 psi
32
Assoc. Prof. Abdul Razak Ismail, UTM
Example: A well is drilling at 5,000 ft using 10 ppg mud. A kick occurs and the well is closed in. The SIDPP builds up to 400 psi. What is the bottomhole formation pressure and what mud weight will be required to balance? What mud weight will be required to enable us to drill ahead using 150 psi overbalance?
Solution:
33
f hydP = P + SIDPP
= 0.052 (10) (5,000) + 400 = 3,000 psi
f
P = 0.052 h
P 3,000 ρ = = = 11.54 ppg
0.052 h 0.052 (5,000)
ob fP = P + P
= 3,000+ 150 = 3,150 psi
P = 0.052 h
P 3,150 ρ = = = 12.1 ppg
0.052 h 0.052 (5,000)
Assoc. Prof. Abdul Razak Ismail, UTM
Example:
A well was cased at 4,500 ft. using 9 ¾ in. casing and then cemented. The
drilling was continued using 8 ¾ in. bit. Drill collars are 6 ¼ in. O.D., 2 ½ in.
I.D. and 500 ft. long and the drillpipe is 4 ½ in. OD, 3 ¾ in. ID, 16.6 lb/ft. The
mud density used in drilling this well is 9.5 ppg. When the drilling approaches
5,500 ft., a gas kick occured and the influx is 6 bbl of gas having a pressure
gradient of 0.075 psi/ft. were recorded. The well is shut-in and the surface
shut-in drill pipe pressure (SIDPP) builds up to 250 psi.
Based on the above information, calculate:
a. The bottomhole formation pressure.
b. The height of gas column.
c. The annular surface pressure/casing shut-in pressure (CSIP).
d. The pressure on the formation at the casing shoe.
e. The mud density required to just balance the formation pressure.
f. The mud density required to give 400 psi overbalance pressure.
34
Assoc. Prof. Abdul Razak Ismail, UTM
Solution:
35
(a) f hydP = P + SIDPP
= 0.052 (9.5) (5,500) + 250
= 2,967 psi
d/c open hole hole d/c
2 2
2
gas kick d/c open hole gas kick
gas kick
gas kick
d/c open hole
A = A - A
8.75 6.25 = - = 0.2045 ft
4 12 4 12
V = (A ) (h )
V h =
A
3
2
ft6 bbl 5.615
bbl = 0.2045 ft
= 165 ft.
(b)
Assoc. Prof. Abdul Razak Ismail, UTM
36
(c)
(d) @ shoe i.e. 4,500' hyd.P = P + CSIP
= 0.052 (9.5) (4,500) + 319
= 2,542 psi before adding a new mud
f hyd. gas hyd. orig. mud
f hyd. gas hyd.orig. mud
P = CSIP + P + P
CSIP = P - P - P
psi = 2,967 - 0.075 165 ft - 0.052 (9.5) (5,500 -165)
ft
= 319 psi before adding a new mud
P 2,967P = 0.052 h ρ = = = 10.4 ppg
0.052 h 0.052 (5,500)
f(e)
(f) ob fP = P + P
= 2,967 + 400 = 3,367 psi
P 3,367P = 0.052 h ρ = = = 11.8 ppg
0.052 h 0.052 (5,500)
Assoc. Prof. Abdul Razak Ismail, UTM
Example: Whilst drilling the 10½” hole section of a vertical well the mud pit level
indicators indicate that the well is flowing. When the well is made safe, the
following information were gathered:
Surface readings: SIDPP = 200 psi, SICP = 400 psi, Mud wt. = 10 ppg
Pit gain = 20 bbls, Tsurface = 75oF, T gradient = 1.2 oF/100 ft
Hole/drill string: Hole size = 10 ½ “, Depth of kick = 10,500’, Previous casing
shoe = 4,500’, 13 3/8”, 68 lb/ft, d/c = 500’ of 8”, d/p = 4.5”
Capacities: Drillpipe = 0.01422 bbl/ft, drillcollar = 0.01190 bbl/ft,
Collar/Hole = 0.04493 bbl/ft, Drillpipe/Hole = 0.08743 bbl/ft,
Drillpipe/Casing = 0.13006 bbl/ft
Fracture gradient: at 4,500’ = 0.7 psi/ft
By using Wait and Weight method to circulate the influx out of the hole,
a. Determine what type of formation fluid has entered the wellbore.
b. What is the pressure at casing seat when the influx is still at the bottom?
c. What is the pressure at the surface when the influx is still at the bottom?
37
Assoc. Prof. Abdul Razak Ismail, UTM
38
i
3
Vol. of influx 20(a) Height of kick, h 445 ft.
V 0.04493
i OM
i
(CSIP DPSIP)Fluid influx gradient, G G
h
(400 200)(10)(0.052)
445
0.071 psi/ft
Types of influx fluid is a , which will be expanded when reach at the sur
g se
afac
(b) Bottomhole pressure, BHP
@ shoe i.e. 4,500' hyd.P = P + CSIP
= 0.052 (10) (4,500) + 400
= 2,740 psi before adding a new mud
Assoc. Prof. Abdul Razak Ismail, UTM
39
or,
(c) Pressure at surface (0’) when bubble at bottom, P0
0'P CSIP 400 psi (as recorded at the surface i.e. given)
f hyd. gas hyd. orig. mud
f hyd. gas hyd.orig. mud
P = CSIP + P + P
CSIP = P - P - P
psi = 5,660 - 0.071 445 ft - 0.052 (10) (10,500 - 445)
ft
= 400 psi before adding a new mud
f hydP = P + SIDPP
= 0.052 (10) (10,500) + 200
= 5,660 psi
Assoc. Prof. Abdul Razak Ismail, UTM
Methods of killing kicks
There are many kick-killing methods, some of these have utilized systematic conventional approach while others were based on logical, but perhaps unsound, principles
Commonly used methods:
1. One circulation method
2. Two circulation method
3. Concurrent method
If applied properly, each of these 3 methods will achieve the constant pressure at the hole bottom and will not allow any additional influx into the well
40
Assoc. Prof. Abdul Razak Ismail, UTM
1. One circulation method After the kick is shut in, weight the mud to kill density, then pump
out the kick fluid in one circulation using the kill mud
Other names: wait and weight method, engineer’s method, graphical
method, constant drill pipe pressure method
2. Two circulation method After the kick is shut in, the kick fluid is pump out of the hole before
the mud density is increased
Other names: driller’s method
3. Concurrent method Pumping begins immediately after the kick is shut in and the
pressures are recorded
The mud density is increased as rapidly as possible while pumping
the kick fluid out of the well
41
Assoc. Prof. Abdul Razak Ismail, UTM
1. One circulation method• At point 1, the SIDPP is used to calculate the kill mud weight, after which
the mud weight is increased to kill density in the suction pit
• As the kill mud is pumped down the drill pipe, the static DPP is controlled
to decrease linearly, until at point 2 the DPP would be zero
• This results from heavy mud having killed the DPP
• Point 3 illustrate that the initial pumping pressure on the drill pipe would be
the total of the SIDPP plus the kill rate pressure, or 1,500 psi:
Initial pumping P = SIDPP + kill rate P
= 500 + 1,000
= 1,500 psi
• While pumping kill mud down the pipe, the circulating pressure should
reduce until at point 4, only the pumping pressure remains
• From the time that the kill mud reaches the bit until the kill mud reaches the
flow line, the choke controls the DPP at the circulating pressure while the
driller insures that the pump remains at the kill speed
42
Assoc. Prof. Abdul Razak Ismail, UTM
Drill pipe pressure graph of the one circulation method of well control
43
Assoc. Prof. Abdul Razak Ismail, UTM
One Circulation Method (Engineer’s Method)
1Cp
DPSIP
CSIP
2Cp
Phase 1 Phase 2
Pre
ssu
re (
psi
)
Time (min)
Phase 3 Phase 4
OB
K M
DPSIP pG G
d
Phase 1: Displacing drillstring to
killer/heavier mud
Phase 2: Pumping heavy mud into
annulus until influx reaches
the choke
Phase 3: Time taken for all the influx
to be removed from the
annulus
Phase 4: Stage between all the influx
being expelled and
killer/heavier mud reaching
surface
Dri
llp
ipe
pre
ssu
reC
ho
ke
pre
ssu
re
GK = Kill gradient psi/ft
GM = Mud gradient psi/ft
POB = Over balance pressure, psi
Assoc. Prof. Abdul Razak Ismail, UTM
2. Two circulation method
Kill mud is not added in the first circulation, i.e. DPP
will not decrease during this period
The purpose of this circulation is to remove the kick
fluid from the annulus
In the second circulation, the mud weight is increased
and causes a decrease from the initial pumping
pressure at 1 to the final circulating pressure at 2
The final circulating pressure is held constant
thereafter while the annulus is displaced with the kill
mud
45
Assoc. Prof. Abdul Razak Ismail, UTM
Drill pipe pressure graph of the two circulation method of well control
46
Assoc. Prof. Abdul Razak Ismail, UTM
1Cp
DPSIP
CSIP
2Cp
Phase 1: Time for the influx to
reach surface
Phase 2: Time to discharge influx
Phase 3: Time to fill drillstring
with killer/heavier mud
Phase 4: Time to fill annulus with
killer/heavier mudPhase 1 Phase 2 Phase 3 Phase 4
1st circulation 2nd circulation
Pre
ssu
re (
psi
)
Time (min)
Dri
llpip
e pre
ssure
Choke
pre
ssure
Oil or Water
Gas
OB
K M
DPSIP pG G
d
GK = Kill gradient psi/ft
GM = Mud gradient psi/ft
POB = Over balance pressure, psi
Two Circulation Method (Driller’s Method)
Assoc. Prof. Abdul Razak Ismail, UTM
3. Concurrent method
As soon as the kick is shut-in, pumping begins immediately after reading the pressures and the mud density is pumped as rapidly as possible
However, it is difficult to determine mud density being circulated and its relative position in the drill pipe
Since this position determines the DPP, it will give irregular pressure drops
As a new density arrives at the bit or some predetermined depth, the DPP is decreased by an amount equal to the hydrostatic pressure of the new mud density increment
When the drill pipe is completely displaced with kill mud, the pumping pressure is maintained constant until kill mud reaches the flow line
48
Assoc. Prof. Abdul Razak Ismail, UTM
Drill pipe pressure graph of the concurrent method of well control
49
Assoc. Prof. Abdul Razak Ismail, UTM
Choice of method
Determining the best control method, suitable for the
most frequently met situations, involves several
important considerations:
– The time required to execute the entire kill procedure
– The surface pressures arising from the kick
– The complexity of the procedure itself, relative to the ease
of carrying it out
– The downhole stresses applied to the formation during the
kick killing process
All of these factors must be analyzed before a
procedure can be selected
50
Assoc. Prof. Abdul Razak Ismail, UTM
Advantages and disadvantages
of driller’s method
• Simple to teach and
understand
• Very few calculations
• In case of saltwater, the
contaminant is moved out
quickly to prevent sand
settling around drilling
assembly
• Higher casing shoe pressure
(kick)
• Higher annular pressure
(kick)
• Takes two circulations
Advantages Disadvantages
51
Assoc. Prof. Abdul Razak Ismail, UTM
Advantages and disadvantages
of wait-and-weight method
• Lowest casing pressure
• Lowest casing seat pressure
• Less lost circulation (if not
over killed)
• Killed with one circulation
if contaminant does not
string out in washed out
sections of hole
• Requires the longest non-
circulating time while
mixing heavy mud
• Pipe could stick due to
settling of sand, shale,
anhydrite or salt while not
circulating
• Requires a little more
arithmetic
Advantages Disadvantages
52
Assoc. Prof. Abdul Razak Ismail, UTM
Advantages and disadvantages
of concurrent method
• Minimum of non-circulating time
• Excellent for large increases in mud weight (under balanced drilling)
• Mud condition (viscosity and gels) can be maintained along with mud density
• Less casing pressure than driller’s method
• Can be easily switched to weight-and-weight method
• Arithmetic is a little more complicated
• Requires more, on-choke, circulating time
• Higher casing and casing seat pressure than wait-and-weight method
Advantages Disadvantages
53
Assoc. Prof. Abdul Razak Ismail, UTM
Well Killing Procedures
When kick detected, shut-in the well
After the pressures stabilized, record DPSIP
& CSIP
Calculate the required kill mud weight, GK
(psi/ft)
(One Circulation Method vs
Two Circulation Method)
Assoc. Prof. Abdul Razak Ismail, UTM
Example (killing kick)1. Determine the pressure at the casing seat at 4,000’ when using the Driller’s
Method versus using the Engineer’s Method to circulate a gas kick out of the
hole (assume ideal gas law).
2. Determine the casing pressure at the surface when the top of the gas bubble has
just reached the surface, for the same two mud weights used above.
Wellbore & formation data
Well depth = 10,000’
Hole size = 10.5”
Drill pipe = 4.5”, 16.60 lb/ft
Drill Collars = 8” x 3.5” x 500 ft
Surface casing = 4,000’, 13-3/8”, 68 lb/ft, ID = 12.415 in.
Mud Weight = 10 ppg
Fracture gradient @ 4,000’ = 0.7 psi/ft
DPSIP = 200 psi
CSIP = 400 psi
Pit level increase = 20 bbl
T at surface = 70 oF
Temperature gradient = 1.2 oF/100 ft
Assoc. Prof. Abdul Razak Ismail, UTM
Solution: Initial (closed-in) conditions:
vdp.csg = 0.13006 bbl/ft
vdc,hole = 0.04493 bbl/ft
vdp,hole = 0.08743 bbl/ft
4,000’
9,500’
10,000’
DPSIP
CSIP
Driller’s Method Engineer’s Method
Bottom Hole Pressure, BHP
10,000 OM OBP P P
(0.052)(10)(10000) 2005400 psi
Bottom Hole Pressure, BHP
OM
OB
P Old mud hydrostatic pressure, psiP Overbalanced pressure, psi
10,000 OM OBP P P
(0.052)(10)(10000) 2005400 psi
Notes:For initial conditions,
calculation technique for
both method are the same
Assoc. Prof. Abdul Razak Ismail, UTM
Driller’s Method Engineer’s Method
2 2 2
dc-oh 3
gal bblv (10.5 8 )in (12 in)
4 231 in 42 gal
0.04493 bbl/ft
Annular volume/ft outside drill collars:
2 2 2
dc-oh 3
gal bblv (10.5 8 )in (12 in)
4 231 in 42 gal
0.04493 bbl/ft
Height of Kick Fluid,
10,000
20 bblh 445 ft
0.04493 bbl/ft
Height of Kick Fluid,
10,000
20 bblh 445 ft
0.04493 bbl/ft
Hydrostatics in the Annulus,
f OM kick
kick_10,000
P = BHP CSIP ΔP ΔP5400 400 + (0.052)(10)(10000 445) P
D
Hydrostatic Pressure across Kick Fluid,
Hydrostatics in the Annulus,
kick_10,000P 5400 400 (0.052)(10)(9,555)
31. 4 psi
D
Hydrostatic Pressure across Kick Fluid,
kick_10,000P 5400 400 (0.052)(10)(9,555)
31. 4 psi
D
Weight of kick fluid, W, in lb,
2 2 2
2
W Pressure AreaPressure DC-OH Annular Area
lb= 31.4 10.5 8 in
in 41,141 lb
DC Drill collar
OH Open hole
Weight of kick fluid, W, in lb,
Annular volume/ft outside drill collars:
2 2 2
2
W Pressure AreaPressure DC-OH Annular Area
lb= 31.4 10.5 8 in
in 41,141 lb
F = DP * A = W
f OM kick
kick_10,000
P = BHP CSIP ΔP ΔP5400 400 + (0.052)(10)(10000 445) P
D
Assoc. Prof. Abdul Razak Ismail, UTM
Kick at Bottom
9555'
h 445' ΔP 31.4 psi
DPSIP 200 psi
CSIP 400 psi
4000'
9500'
10000'
BHP 10000'P P 5,400 psi
Graphical illustration of kick at bottom forDriller’s and Engineer’s methods.
kick_10,000P 31. 4 psiD
Assoc. Prof. Abdul Razak Ismail, UTM
Kick at top of 4,000’ casing seat
4000'
9500'
10000'
Graphical illustration of
kick at top of 4,000’
casing seat for Driller’s
method.
What is the pressure at 4,000 ft when the top of
the kick fluid first reaches that point?
4,000
4,000
1,098,444h
P
4,000
4,000
5,400 70 48 4600.08743h 20
P 70 120 460
1 2
PV PV
T T
For ideal gas law:
10,000 4,000
4,000 10,000
4,000 10,000
P TV V
P T
Whe the gas rises, it expands due to P & T
2 2
4,000 4,000 4,000 OH OD 4,000
2 2
4,000 4,0003
V A h d d h4
gal bbl10.5 4.5 (12 in) h 0.08743h
4 231 in 42 gal
p
Assoc. Prof. Abdul Razak Ismail, UTM
Kick at Top of 4000’ Casing Seat ….(cont.)
4000'
9500'
10000'
Graphical illustration of
kick at top of 4000’
casing seat for Driller’s
method.
Again
K_4,000
2 2 2
weight weightP
area DP-OH Annulus area
1,141 lbs16.1 psi
π10.5 4.5 in
4
D
4,000 K_4,000 OMBHP P ΔP ΔP
OM Old mudDP Drill pipeOH Open hole
4,000
4,000
1,098,4442,264 P (0.52)
P
4,000 4,0005,384 P 3,120 0.52(h )
4,000 4,0005400 P 16 (0.052)(10)(6,000 h )
This results in the quadratic Eqn:
2
4,000 4,000P 2,264 P 571,191 0
22 4
If 0, then 2
b b acax bx c x
a
Assoc. Prof. Abdul Razak Ismail, UTM
Kick at Top of 4000’ Casing Seat ….(cont.)
4000'
9500'
10000'
Graphical illustration of
kick at top of 4000’
casing seat for Driller’s
method.
This results in the quadratic Eqn:
2
4,000 4,000P 2,264 P 571,191 0
With the solutions:
2
4,000
2264 2264 (4)(1)(571,191)P
2(1)2493 psi
1(2493 psi)
4000 ft0.6233 psi/ft0.7 psi/ft
22 4
If 0, then 2
b b acax bx c x
a
4,000
4,000
1,098,444 1,098,444h 441 ft
P 2493
Height of kick at 4000'
Assoc. Prof. Abdul Razak Ismail, UTM
Graphical illustration of kick at top of 4000’ casing seat for Driller’s method.
BHP 10000'P P 5400 psi
4000'
9500'
10000'
h 441' ΔP 16 psi
4,000P 2493 psi
4,000h 441 ft
K_4,000P 16 psiD
0,annP = ?
Kick at Top of 4,000’ Casing Seat ….(cont.)
Assoc. Prof. Abdul Razak Ismail, UTM
Top Kick at Surface
4000'
9500'
10000'
Graphical illustration of
kick at surface for
Driller’s method.
When the bubble rises, it expands. The volume of the bubble at the surface is given by:
0
0
677,084h --- (1)
P
0
0
5400 70 460(0.13006) h 20
P 70 120 460
10,000 00 10,000
0 10,000
P TV V
P T
Z constant
Again
K_0
2 2 2
weight 1,141 lbP 10.85 psi 11 psi
πarea12.415 4.5 in
4
D
0 K_0 OMBHP P ΔP ΔP
0 05400 P 11 (0.052)(10)(10,000 h )
c
2 2
0 0 0 ID OD 0
2 2
0 03
V A h d d h4
gal bbl12.415 4.5 (12 in) h 0.13006h
4 231 in 42 gal
p
Assoc. Prof. Abdul Razak Ismail, UTM
Top Kick at Surface … (cont)
4000'
9500'
10000'
Graphical illustration of
kick at surface for
Driller’s method.
0 05400 P 11 (0.052)(10)(10,000 h )
2
0 0P 189 P 352,084 0
2
0 05,400 5,200 11 P P 352,084
0
0
677,0845,400 P 11 0.52 10,000
P
0Substitute h from eq. 1:
By solving the quadratic eqn.:
2
0
189 189 (4)(1)(352,084)P 695.34 psi 695 psi
2(1)
0
0
677,084 677,084h 973.74 ft 974 ft
P 695.34
Height of kick at surface
Assoc. Prof. Abdul Razak Ismail, UTM
Top Kick at Surface … (cont)
4000'
9500'
10000'
Graphical illustration of
kick at surface for
Driller’s method.
When the bubble reach at surface, the pressure at 4000 ft is given by:
4,000 0 K0P P (0.052)(10)(4,000 974) ΔP
695 1,574 11
2,280 psi ( 0.57 psi/ft)
4,000 10,000P P (0.52)(10)(10,000 4,000)
5,400 3,120
2,280 psi
Alternatively,
Assoc. Prof. Abdul Razak Ismail, UTM
Graphical illustration of kick at surface for Driller’s method.
4,000P 2280 psi
0h 974 ft
K_0P 11 psiD
Top Kick at Surface ….(cont.)
BHP 10000'P P 5400 psi
0h 974'
ΔP 16 psi
4000'
9500'
10000'
K,OΔP 11 psi
10,000P = ?
P0,ann = 695 psi
Assoc. Prof. Abdul Razak Ismail, UTM
Kick at Top of 4,000’ Casing Seat
What is the pressure at 4,000 ft when the top
of the kick fluid first reaches that point?
4,000
4,000
1,098,444h
P
4,000
4,000
5,400 70 48 4600.08743h 20
P 650
1 2
PV PV
T T
For ideal gas law
10,000 4,000
4,000 10,000
4,000 10,000
P TV V
P T
When the gas rises, it expands due to P & T
Old Mud, OM
New Mud or Killer Mud, KM
Kick4000'
9500'
10000'
Graphical illustration of kick at top of 4000’ casing seat for
Engineer’s method.
BHP 10000'P P 5400 psi
….. (6)
Assoc. Prof. Abdul Razak Ismail, UTM
Engineer’s method - Pressure at top of kick
- kick at 4,000 ft
4,000 K_4,000 M M1
K_4,000
M
But,
BHP P ΔP ΔP ΔP
As before, P 16 psi
141 bbl P 0.052*10*
0.08743 bbl/ft
839 psi
D
D
….. (7)
Assoc. Prof. Abdul Razak Ismail, UTM
Engineer’s method - Pressure at top of kick
- kick at 4,000 ft
psi/ft 0.61 psi 2,422
2
940,592 * 4177,2177,2
0592,940P 2,177P
P
1,098,444 (0.5398)P2,177
h(0.5398)2,36883916P5,400
......(7) ΔPΔPΔPPBHP
0.08743
141h6,000 (10.38) 0.052ΔP
2
000,4
4,000
2
4,000
4,000
000 4
4,0004,000
M1MK_4,0004,000
4,000M1
P
Assoc. Prof. Abdul Razak Ismail, UTM
4,000’
9,500’
10,000’Kill Mud
Old Mud
Engineer’s method - Top of kick at surface
Assoc. Prof. Abdul Razak Ismail, UTM
Engineer’s method - kick at surface
Capacity inside drill string = DP_cap. + DC_cap.
bubble. thebelow mud gal
lb 10.0 ofQuantity
bbl 141
ft 500 ft
bbl0.0119ft 9,500
ft
bbl0.01422
ppg 10.38100.38
10 (10,000) 0.052
SIDPP
wt.)mud (old wt.)mud (new weightmud Kill
Assoc. Prof. Abdul Razak Ismail, UTM
Engineer’s method - kick at surface
Volume of gas bubble at surface:
(4)--- P
677,084h
650
530
P
5,40020h 0.13006
T
T
P
PVV
0
0
0
0
10,000
0
0
10,000
10,0000
psi 11PΔ
(5)--- PΔPΔPΔPP
K,0
M1MK0010,000
As before,
Assume all 10 lb mud is inside 13 3/8” csg. Then the height of 10 lb mud
ft 1,084 bbl/ft0.13006
bbl 141.0h M
Assoc. Prof. Abdul Razak Ismail, UTM
Engineer’s method - kick at surface
1,084)h(10,000*10.38*0.052ΔP
psi 564 1,084*10*0.052ΔP
0M1
M
Hydrostatic head across the mud columns:
(old mud)
(kill mud)
00
00
M1MK0010,000
(0.5398)hP12.14
)h(8,916*0.539856411P5,400
ΔPΔPΔPPP
Hydrostatic in the annulus:
Assoc. Prof. Abdul Razak Ismail, UTM
Engineer’s method - kick at surface
psi 611 610.59 P
2
365,490 * 41212P
0365,49012PP
P
677,084(0.5398)P12
0
2
1 2
0
0
2
0
0
0
From Eq. 4, substituting for h0
Height of bubble at surface:
ft 1,109610.59
677,084
P
677,084h
0
0
ok) (lookspsi/ft 0.54 psi 2,161
1,093)-1,109-(4,000 (10.38) 0.05256911611
ΔPΔPΔPPP M1MK004,000
Assoc. Prof. Abdul Razak Ismail, UTM
Kill Mud
Old Mud
4,000’
9,500’
10,000’
h0 = 1,109 ft
DPK,0 = 11 psi
P0,ann = 611 psi
P 4,000 = 2,161 psi
P10,000 = ?
DPOld Mud = 569 psi
Engineer’s method – Top of kick at surface
Assoc. Prof. Abdul Razak Ismail, UTM
Summary
Driller’s
method
Engineer’s
method
Bubble at bottom
hole (10,000’)
P4,000’ 2,480 2,480
P0’ 400 400
Top of bubble at
casing shoe (4,000’)
P4,000’ 2,493 2,422
P0’ 413 342
Top of bubble at
surface (0’)
P4,000’ 2,280 2,161
P0’ 695 611
Assoc. Prof. Abdul Razak Ismail, UTM
Causes of BlowoutUnderbalance (low density mud, water, foam, air)– Reduce formation damage
– Save money but the risk of occur blowout increased
Overbalance– Safety but has its limitation
– If overbalance pressure is too high may break the formation and cause lost circulation lead to a blowout
Swabbing (tripping out)– Pulling the drill string too fast out of the hole will cause suction
– Reduce the pressure below the bit invites a kick
Going too fast in the hole (tripping in)– Break the formation can cause lost circulation
Falling object hitting and ruining the BOP
Equipment, such as plugs, BOP, DHSV fails in a critical moment
77
Assoc. Prof. Abdul Razak Ismail, UTM
Why well control and blow out
prevention is important?
Higher drilling costs
Injuries and possible loss of life
Lost of revenue
Waste of natural resources when blow out occur
Environmental effects
Government regulation and restriction
78
Assoc. Prof. Abdul Razak Ismail, UTM
How to prevent blowout?
The best solution is to prevent before it happen
– Develop a drilling plan, including a drilling fluid design
– The proficiency of rigs crew and supervisors and their
ability to put contingency to work
– Added precautions often taken in drilling exploratory wells
– Identify the presence of shallow gas
79
Assoc. Prof. Abdul Razak Ismail, UTM
Types of well control
Firstly, well control can refer to the prevention of
formation fluids entering the well bore referred to
as primary control
Secondly, should primary control fail and fluids enter
the well bore, there is the requirement to be able to
allow the influx to be discharged at surface in a
controlled manner and concurrently to prevent
additional influx of fluid into the well bore referred
to as secondary control
The control of a well refers to the ability to prevent
formation fluids flowing up the well bore and being
released at the surface
80
Assoc. Prof. Abdul Razak Ismail, UTM
Primary control
This is the prevention of the influx of formation
fluids into the wellbore by ensuring that the
hydrostatic pressure in the wellbore is at all times
greater than the formation pressure:
Phyd > Pf
The hydrostatic pressure may be too low because of
the following reasons:
1. Insufficient fluid density
2. Insufficient height of fluid column
81
Assoc. Prof. Abdul Razak Ismail, UTM
1. Insufficient fluid density
Inaccurate measurement of fluid density
High temperature encountered hence a reduction in density occurs due to fluid expansion
At watering back (after mud return, water loss due to evaporation, filtration loss, etc) excessive dilution may occur
Too fine mesh used at the shale shaker lead to removal of weighting solids
Insufficient fluid density could have been created by the
following:
82
Assoc. Prof. Abdul Razak Ismail, UTM
2. Insufficient height of fluid column
Failure to keep the hole full when tripping out
Swabbing effect (drill pipe acts as a piston):
– Pulling the pipe upwards too quickly
– Using mud of very high gel strength
– Having small annular clearance
– Ineffective cleaning of the bit to remove drill cuttings (e.g. bit balling)
Loss circulation occurring into the formation
Collapse of casing or leakage into the wellbore
The majority of blowouts occurs when the height of the
fluid column reduced:
83
Assoc. Prof. Abdul Razak Ismail, UTM
Secondary control
When primary control is lost, it is not normally possible to kill the well immediately
The well is then shut in to prevent further influx into the wellbore; and usually, this is only a temporary measure
Secondary control therefore refers to the use of mechanical devices used to close off the well
This device is called a blowout preventer (BOP)
The safety and efficiency of the control depends on the integrity of the casing strings, well head and fittings
84
Assoc. Prof. Abdul Razak Ismail, UTM
Secondary control could be lost due to several reasons:
Mechanical failure of the BOP
Late identification of the influx
Casing fails to burst which will render a loss to the
annular pressure seal, hence the BOP will be
ineffective
Bad cement bond – the influx will channel through
the cement, hence it will be discharged uncontrollably
85
Assoc. Prof. Abdul Razak Ismail, UTM
Operational guidelines to the maintenance of primary control
Maintenance of the correct mud weight
– Gas cutting
– Solids removal
– Excessive dilution
Maintenance of sufficient height of mud column
– Precautions whilst drilling
– Precautions before tripping
– Precautions whilst tripping
– Precautions whilst running casing
– Lost of circulation
– Drilling break
Careful attention should be paid to the following factors to ensure that primary
control is maintained:
86
Assoc. Prof. Abdul Razak Ismail, UTM
To bring oil and gas to the surface drill hole
When the rock on earth that hold back formation
pressures are removed:
– The pressure will be released and free to flow
– To control use drilling fluid (create hydrostatic column
of sufficient weight)
Generally, the deeper the well goes, the higher the
formation pressures that must be retained, therefore,
mud weight must be increased to keep the well
formation pressure
87
Assoc. Prof. Abdul Razak Ismail, UTM
Some blowouts stop by themselves by one of
these reasons:
Depletion of source
Bridging of the well bore by cave-in of open hole
Choking of the formation by entrained material
Choking the well bore by entrained sand, etc
88
Assoc. Prof. Abdul Razak Ismail, UTM
Who shall stop blowouts ?
When a blowout occurs, the operators shall leave the
location immediately and never make heroic attempts
to stop it. That would simply be too risky!
In the stressed situation the possibility of making
fatal mistakes is overwhelming
Any attempt to stop a blowout required proper
planning, equipment and a special type of people
89
Assoc. Prof. Abdul Razak Ismail, UTM
Placement of blow out
preventer stack, complete with
remotely operated accumulator
hook up; followed by
installation of mud kill line.
Cooling down wellhead with
high pressure water
jets/monitors
90
Assoc. Prof. Abdul Razak Ismail, UTM
Kuwait blowout, 1991
91
Assoc. Prof. Abdul Razak Ismail, UTM
BP's “Deepwater Horizon” Blowout – April 2010
92
Assoc. Prof. Abdul Razak Ismail, UTM
“Deepwater Horizon” Blowout
93
Assoc. Prof. Abdul Razak Ismail, UTM
Relief wells are special directional wells planned to drill to hit the blow out well.
When the blowout well is drilled into, a special well control procedure will be
conducted to control the blowout well. There are several examples as in
Macondo well (blow out incident on 20 April 2010).
94
A BP graphic shows how relief wells
have been drilled to intercept the
Macondo well that had been leaking
millions of gallons of oil and gas into
the Gulf of Mexico.
Assoc. Prof. Abdul Razak Ismail, UTM
BLOW OUT PREVENTER (BOP)
95
Assoc. Prof. Abdul Razak Ismail, UTM
What is BOP?• The BOPs are a series of powerful sealing elements designed
to closed off the annular space between the drill pipe and the
hole through which the mud normally returns to the surface
• Valves are installed on the pipe or wellhead to prevent the
escape of pressure either in the annular space between the
casing and drill pipe or in open hole during drilling,
completion and work over operations
• By closing this valve, the drilling crew usually regains control
of the reservoir with increase the mud density until it is
possible to open the BOP and retain pressure control the
formation
• They can be hydraulically, manual or air operated and in some
cases a combination of all three
96
Assoc. Prof. Abdul Razak Ismail, UTM
97
Assoc. Prof. Abdul Razak Ismail, UTM
98
Assoc. Prof. Abdul Razak Ismail, UTM
BOPs rating
The bursting pressure of the casing will often be the determining
factor for rating the working pressure of the assembly.
API Bulletin D13 gives the pressure ratings for BOP equipment:
99
API Class Working pressure
105 Pa (psi)
Service condition
2 M 138 (2,000) Light duty
3 M 207 (3,000) Low pressure
5 M 345 (5,000) Medium pressure
10 M 689 (10,000) High pressure
15 M 1,034 (15,000) Extreme pressure
Assoc. Prof. Abdul Razak Ismail, UTM
Types of BOPBOPs come in a variety of styles, size and pressure ratings
Some BOPs can effectively close over an open wellbore, some are designed to sealed around tubular components in the well (drill pipe, casing and tubing) and others are fitted with hardened steel shearing surface that can actually cut through drill pipe
Two basic types
1. Annular type or
2. Ram type
A combination of both types are commonly used to make up a 'BOP stack' alias X-mas Tree
100
Assoc. Prof. Abdul Razak Ismail, UTM
Annular Surface Blowout Prenventor
Pipe Ram Blind Ram Shear Ram
Ram-Type Surface Blowout Preventor
Surface BOP Downhole BOP
BOP
101
Assoc. Prof. Abdul Razak Ismail, UTM
1. Annular preventers
A large valve used to control wellbore fluids
Design to shut off around any size of equipment run through the hole
Most blowout preventer (BOP) stack contains at least one annular BOP at the top of the BOP stack, and one more ram-type preventers below
It can close around drill pipe, drill collars and casing, and also pack off an open hole
Is a well’s master valve and normally closed first in the event of a well kick, owing to flexibility of the closing rubbers
It can only be closed hydraulically by directing fluid under pressure to the operating cylinder through the closing chamber
102
Assoc. Prof. Abdul Razak Ismail, UTM
103
Assoc. Prof. Abdul Razak Ismail, UTM
This mud-drenched annular preventer is located near the top of the BOP
stack (left). The red annular BOP (right) awaits installation
104
Assoc. Prof. Abdul Razak Ismail, UTM
2. Ram-type preventer
Three types:
a. Pipe rams - which seal off around a pipe and
annulus
b. Blind rams - which completely close off the
wellbore when there is no pipe in the hole
c. Shear rams - which are the same as blind rams
except that they can cut through drillpipe for
emergency release as a last resort
105
A set of pipe rams may be installed below the shear rams to
suspend the severed drillstring
Assoc. Prof. Abdul Razak Ismail, UTM
Ram-type preventer (ctd)
106
Blind Ram Pipe Ram Dual Offset Ram
Hydryl Vacuum Ram Lower Shear Blade Upper Shear Blade
Assoc. Prof. Abdul Razak Ismail, UTM
Ram-type preventer (ctd)
107
Shear Rams in action
Assoc. Prof. Abdul Razak Ismail, UTM
2a. Pipe rams
Design to close around a particular size of drill pipe, tubing or casing
The pack off is provided by two steel ram blocks containing semi-circular openings with each ram being fitted with a two-piece rubber seal
The semi-circular openings can seal around the outside diameter of the drill pipe, tubing, drill collar, kelly or casing, depending on the size of the rams chosen
It can be close manually or hydraulically to seal off the annular
108
Assoc. Prof. Abdul Razak Ismail, UTM
109
Assoc. Prof. Abdul Razak Ismail, UTM
Pipe rams
110
Assoc. Prof. Abdul Razak Ismail, UTM
2b. Blind ramsQuiet similar to pipe rams
Except that packer are replaced by ones that have no cutouts
in the rubber
Has no space for pipe and is instead blanked off in order to be
able to close over a well that does not contain a drill string
Designed to seal off the bore when no drill string or casing is
present
111
Assoc. Prof. Abdul Razak Ismail, UTM
2c. Shear rams
A BOP closing element fitted with hardened tool steel blades
Designed to cut the drill pipe when the BOP is closed
Normally used as a last resort to regain pressure control of a well that is flowing
Once the drill pipe is cut, it is usually left hanging in the BOP stack and kill operations become more difficult
The joint of drill pipe is destroyed in the process, but the rest of the drill sting is unharmed by the operation of shear rams
112
Assoc. Prof. Abdul Razak Ismail, UTM
113
Assoc. Prof. Abdul Razak Ismail, UTM
114
Bottom pipe ram, shear rams & annular 13-58 BOP stack 10,000 psi rating
Assoc. Prof. Abdul Razak Ismail, UTM
BOP safety
Well control equipment that is to be install must be rate
above the maximum expected formation pressure of the
well about to be drilled
Tested immediately after installation
Maintained ready for use until drilling operations are
completed
Control panel must be located at sufficient distance from
well head
BOP equipment must be pressure tested
115