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1
PETE 411Well Drilling
Lesson 26* Well Control *
* Variable Geometry *
2
Well Control-Variable Geometry
Initial Shut-In Conditions
Driller’s Method Kick at Casing Seat
Kick at Surface
Wait and Weight Method Kick at Casing Seat
Kick at Surface
3
Read:Applied Drilling Engineering, Ch. 4
Quiz B Thursday, Nov. 14, 7 - 9 p.m. Rm. 101
Closed Book1 Equation sheet allowed, 8 1/2”x 11” (both sides)
HW #14: Driller’s Method - due 11-11-02 HW #15: W&W Method - due 11-15-02
4
Example Problem
1. Determine the pressure at the casing seat at 4,000’ when using the old mud
(Driller’s) versus using the kill mud (Wait and Weight) to circulate a gas kick out of the hole.
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.
5
Example Problem
Well depth = 10,000’
Hole size = 10.5”
Drill pipe = 4.5”, 16.60 #/ft
Drill Collars = 8” * 3.5” * 500 ft Surface casing = 4,000’, 13-3/8”, 68 #/ft
Mud Weight = 10 ppg
Fracture gradient @ 4,000’ = 0.7 psi/ft
6
Example Problem
Shut in Annulus Pressure, SICP = 400 psi
Shut in Drillpipe Pressure, SIDPP = 200 psi
Pit level increase = 20 barrels (kick size)
Drop the Z terms but consider Temperature
T at surface = 70 deg. F
Temperature gradient = 1.2 deg.F/100 ft
7
Initial (Closed-In) Conditions:
/gal#10 WeightMud Initial
bbl 20 Increase Level Pit
psi 400 SICP
psi 200 SIDPP
Initial mud gradient = 0.520 psi/ft
(0.052 * 10 = 0.520)
8
Initial (Closed-In) Conditions:
Pressure, Hole Bottom
psi 5,400)ft
psi520.0(*)ft 000,10(200P10,000
Collars, Drill outside Vol/ft Annular
gal 42
bbl
in 231
gal)in 12(in)85.10(
4v
2222
DC_Ann
bbl/ft 04493.0VDC_Ann ( 20.28 ft/bbl )
9
4,000’
9,500’
10,000’
vdp.csg = 0.13006 bbl/ft
vdc,hole = 0.04493 bbl/ft
vdp,hole = 0.08743 bbl/ft
10
Fluid, Kick ofHeight
ft 445bbl/ft 0.04493
bbl 20h 10,000
Fluid, Kick across Pressure cHydrostati
555,9*520.0400400,5P 0kick_10,00
psi 4 31.P 0kick_10,00
Annulus,the in csHydrostati
0kick_10,00P 9,555 * 0.520 400 5,400
11
Driller’s Method - kick at bottom
F = P * A = W
(2)--- PPPBHP MAK00 ΔΔ
area * PressureFluid Kick of Weight
2222
in)85.10(4
*in
lb31.4
lb 1,141 W
12
4,000’
9,500’
10,000’
9,555’
PB = P 10,000 = 5,400 psi
445’
SIDPP = 200 psiSICP = 400 psi
31.4psi
13
Driller’s Method - kick at csg. seat
What is the pressure at 4,000 ft when the top of the kick fluid first reaches that point?
4,0004,000 P
1,098,444h
650
4604870*
P
5,400*20h*0.08743
4,0004,000
10,000
4,000
4,000
10,00010,0004,000 T
T*
P
P*V V
14
4,000’
9,500’
10,000’
Driller’s Method
Top of Kick at Casing
Seat
P = 5,400 psi
15
Driller’s Method - kick at csg. seat
Again,
in4.510.54
lbs 1,141
area
weightP
22K_4,000
π
MAK_4,0004,000 PPPBHP ΔΔ
P K_4,000 = 16.1 psi
16
Driller’s Method - kick at csg. seat
4,0004,000 P
1,098,444*(0.52)P2,264
4,0004,000 h*0.523,120P5,384
)h(6,000*0.5216P5,400 4,0004,000
MAK_4,0004,000 PPPBHP ΔΔ
17
Driller’s Method - kick at csg. seat
0.7 psi/ft 0.6233 psi 2,493 P4,000
2
571,191*42,2642,264P
0.52
4,000
0571,191P 2,264P 4,00024,000
This results in the quadratic Eqn:
With the solutions:
18
Driller’s Method - Top of Kick at Casing Seat
4,000’
9,500’
10,000’
BHP = 5,400 psi
P4,000 = 2,493 psi
h4,000 = 441 ftP = 16 psi
4,0004,000 P
1,098,444h
P0,ann = ?
19
4,000’
9,500’
10,000’
Driller’s Method
Top of Kick at Surface
We need two equations…
P0 = ?
BHP = 5,400 psi
20
Driller’s Method - kick at surface
When the bubble rises, it expands. The volume of the bubble at the surface is given by:
(1)--- P
084,677h
o0
46012070
46070
P
540020h)13006.0(
00
000,10
0
0
000,10000,100 T
T
P
PVV (Z = const.)
21
Driller’s Method - kick at surface
psi 1110.85P K0 Δ
222K,0
in 4.512.4154
lb 1,141
area
weightP
π
Δ
22
Driller’s Method - kick at surface
From Eq. (2),
But, from Eq. (1),0
0
00
P
677,084h
)h(10,000*0.5211P5,400
MAK00 PPPBHP ΔΔ
23
Driller’s Method - kick at surface
0084,352P189P 02
0
Quadratic equation . . .
352,084PP115,2005,400 200
00 P
677,08410,0000.5211P5,400
So,MAK00 PPPBHP ΔΔ
24
Driller’s Method - kick at surface
2
)084,352)(4(189189P
2
12
0
psi 695psi 34.695P0
ft 974 h0
74.97334.695
084,677h0
4,000’
9,500’
10,000’
25
Driller’s Method - kick at surface
psi 2,280
111,574695
P974)(4,000*0.52PP KO04,000
Δ
psi 2,280
3,120-5,400
)000,4000,10(*)52.0(PP
,elyAlternativ
000,104,000
( = 0.57 psi/ft )
4,000’
9,500’
10,000’
26
Driller’s Method. Top of Kick at Surface
4,000’
9,500’
10,000’
h0 = 974 ftPK,0 = 11 psi
P0,ann = 695 psi
P 4,000 = 2,280 psi
P10,000 = ?
27
Calculate the pressure at 4,000 ft when the top of the bubble reaches this point.
Volume of bubble at 4,000 ft
Wait and Weight Method- kick at casing seat
10,000
4,000
4,000
10,00010,0004,000 T
T
P
PV V
28
Wait and Weight Method
Top of Kick at Casing
Seat
Kill Mud
Old Mud
4,000’
9,500’
10,000’
BHP = 5,400 psi
29
W&W - Pressure at top of kick at 4,000 ft
650
578
P
5,40020h(0.08743)
4,0004,000
10,000
4,000
4,000
10,00010,0004,000 T
T
P
PV V
(7)--- ΔPΔPΔPPBHP M1MK_4,0004,000
(6)--- P
1,098,444h
4,0004,000
Also,
30
Wait and Weight Method - kick at surface
Capacity inside drill string
= DP_cap. + DC_cap.
bubble. thebelow mud gal
# 10.0 ofQuantity
bbl 141
ft 500*ft
bbl0.0119ft 9,500*
ft
bbl0.01422
4,000’
9,500’
10,000’
BHP = 5,400 psi
31
W&W - Pressure at top of kick - kick at 4,000 ft
bbl/ft 0.08743
bbl 141*10*052.0P M
psi 839P M
psi 16P before, As K_4,000
10,000 * 0.052
SIDPP Wt.Mud Old MudKill of Density
gal
# 10.380.3810.00 KWM
32
W&W - Pressure at top of kick - kick at 4,000 ft
4,0004,000
4,000M1
h(0.5398)2,36883916P5,400
0.08743
141h6,000*10.38*0.052ΔP
ΔPΔPΔPPBHP M1MK_4,0004,000
33
W&W - Pressure at top of kick - kick at 4,000 ft
4,000000 4 P
1,098,444(0.5398)P2,177
0592,940P 2,177P 4,00024,000
2
940,592 * 4177,2177,2P
5,02
000,4
psi/ft 0.61 psi 2,422 P 4,000
34
4,000’
9,500’
10,000’
Wait and Weight Method
Top of Kick at Surface
Kill Mud
Old Mud
35
Wait and Weight Method - kick at surface
Volume of gas bubble at surface:
10,000
0
0
10,00010,0000 T
T
P
PV V
650
530
P
5,40020h*0.13006
00
P
677,084h
00
36
Wait and Weight Method (Engineer’s Method) - kick at surface
Assume all 10 lb/gal mud is inside the 13 3/8” csg. Then the height of 10 lb mud:
M1MK0010,000 PPPPP ΔΔΔ
ft 1,084 bbl/ft0.13006
bbl 141.0h M
psi 11P K,0 ΔAs before,
37
Wait and Weight Method (Engineer’s Method) - kick at surface
psi 564 1,084*10*0.052ΔPM
Hydrostatic head across the mud columns:
Old Mud:
Kill Mud:
1,084)h(10,000*10.38*0.052P 01M
38
Hydrostatics in Annulus W&W Method - kick at surface
00
00
M1MK0010,000
h(0.5398)P12.14
)h(8,916*0.539856411P5,400
ΔPΔPΔPPP
39
Wait and Weight 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
020
00
From Eq. 4, substituting for h0
40
Height of Bubble at Surface
ft 1,109
610.59
677,084
P
677,084h
00
Wait and Weight Method- kick at surface
41
Check Pressure at 4,000 ft- kick at surface
psi/ft 0.54 psi 2,161
1,093)-1,109-(4,000* 10.38*0.052
56911611
ΔPΔPΔPPP M1MK004,000
Looks OK
42
Wait and Weight MethodTop of Kick at Surface
Kill Mud
Old Mud
4,000’
9,500’
10,000’
h0 = 1,109 ftPK,0 = 11 psi
P0,ann = 611 psi
P 4,000 = 2,161 psi
P10,000 = ?
POld Mud = 569 psi
43
Summary
Driller’s Engineer’sMethod Method
Bubble at 10,000 ft
400 400 P
2,480 2,480 P
0
4,000
44
Summary
Driller’s Engineer’sMethod Method
Top of Bubble at 4,000 ft
342 413 P
2,422 2,493 P
0
4,000
45
Summary
Driller’s Engineer’sMethod Method
Top of Bubble at surface
611 695 P
2,161 2,280 P
0
4,000
46
47
Why the difference?
48
Wait and Weight Method
Kick Intensity, ppg
Max
imu
m C
asin
g P
ress
ure
, p
si
49
Cas
ing
Pre
ssu
re,
psi
Pump Strokes
Kick Intensity, ppg
50
Cas
ing
Pre
ssu
re,
psi
Volume of Mud Pumped, bbl