Transcript
Disclaimer: Although the information contained in this report is based on sound engineering practices, the copyright
owner(s) does (do) not accept any responsibility whatsoever, in negligence or otherwise, for any loss or damage arising
from the possession or use of the report whether in terms of correctness or otherwise. The application, therefore, by the
user of this report or any part thereof, is solely at the user’s own risk.
Training Company
Module: BHA
Mode: Analysis
BHA Analysis Report
Date: 11/28/2011 6:38:55PM
Created by : LMKR-1078\Administrator(edm)
Training Company
1 Design
1.1 Customer Information
Training CompanyCompany
Representative
Address
1.2 General Well Information
Project Training Project Site Training Site
Description 0.0 ftSite Elevation
Datum Description Mean Sea Level North Reference True
Well (Common) Training Subsea Well Wellbore (Common) Training Wellbore
Well (Legal) Wellbore (Legal)
Description Bottom Hole Location
U.W.I St No.
Well No. Parent Wellbore Not Tied
Design Training Design Case Drilling
Phase PROTOTYPE Description
1.3 General Case Information
20,000.0 ftHole MD Hole TVD 13,243.8 ft
Air Gap 100.0 ft 500.0 ftWater Depth
Mean Sea LevelDatum Description Well Type Subsea
Training Rig:DFReference Point Job Type / Description
Rig Name Training Rig Drill Depth Rating 25,000.0 ft
1.4 Fluid Rheology
Fluid Data
Fluid 13.8 ppg OBM Bingham PlasticRheology Model
Rheology Data
Temperature Base Density Ref. Fluid Properties PV (Mulnf) YP (Tau0) Speed Dial
Fann Data
( °F ) ( ppg ) ( cp ) ( lbf/100ft² ) ( rpm ) ( ° )
70.00 13.80 Yes 20.00 8.000 48.00600
28.00300
1.5 Hole Section
Section
Depth
Section
Length
Coefficient
of Friction
Volume
Excess
IDSection Type Shoe Depth Drift Linear
Capacity
Effective
Hole
Diameter
( % )( bbl/ft )( in )( in )( in )( ft )( ft )( ft )
590.0 590.00 0.2020.000Riser 0.3886
12,500.0 11,910.00 0.2012.375Casing 17.50012,500.0 12.250 0.1489
20,000.0 7,500.00 0.30 0.0012.250Open Hole 12.250 0.1458
1November 28, 2011 at 6:38 pm WELLPLAN 5000.1.10.0
Training Company
1.6 String Details
Length Depth OD
Body
ID
Stabilizer / Tool Joint
ID Weight Material Grade ClassType Length ODAvg. Joint
Length
( ft ) ( in ) ( in ) ( ft ) ( ft ) ( in ) ( in ) ( ppf )( ft )
19,068.00 19,068.0 5.000 4.276 3.250 21.92 CS_API 5D/7 G P1.42 6.09430.0Drill Pipe
60.00 19,128.0 5.000 3.000 3.063 49.70 CS_1340
MOD
1340 MOD4.00 6.50030.0Heavy Weight Drill Pipe
30.00 19,158.0 6.250 2.250 90.88 CS_API 5D/7 4145H MODMechanical Jar
270.00 19,428.0 5.000 3.000 3.063 49.70 CS_1340
MOD
1340 MOD4.00 6.50030.0Heavy Weight Drill Pipe
450.00 19,878.0 8.000 2.500 154.33 CS_API 5D/7 4145H MOD (2)Drill Collar
5.00 19,883.0 8.000 2.500 154.36 CS_API 5D/7 4145H MOD1.00 12.203Integral Blade Stabilizer
30.00 19,913.0 8.000 2.500 154.33 CS_API 5D/7 4145H MOD (2)Drill Collar
5.00 19,918.0 8.000 2.500 154.36 CS_API 5D/7 4145H MOD1.00 12.203Integral Blade Stabilizer
31.00 19,949.0 8.000 2.500 152.76 SS_15-15LC 15-15LC MOD
(2)
Non-Mag Drill Collar
5.00 19,954.0 8.000 2.500 154.36 CS_API 5D/7 4145H MOD1.00 12.203Integral Blade Stabilizer
17.00 19,971.0 8.000 2.500 154.36 SS_15-15LC 15-15LC MOD
(1)
MWD Tool
3.00 19,974.0 8.000 3.000 154.35 CS_API 5D/7 4145H MODRestrictor Sub
22.00 19,996.0 8.000 2.500 154.36 CS_API 5D/7 4145H MODBent Housing
3.00 19,999.0 8.000 2.500 154.35 CS_API 5D/7 4145H MODCross Over
1.00 20,000.0 12.250 267.00Tri-Cone Bit
1.6.1 Grades In Use
Grade Minimum Yield Stress
(psi)
G 105,000.0
4145H MOD (2) 100,000.0
4145H MOD 110,000.0
15-15LC MOD (2) 100,000.0
15-15LC MOD (1) 110,000.0
1340 MOD 55,000.0
1.6.2 Drill String Nozzles
TFAType NozzlesComponent Percent Diverted
Flow
( in² )( 32nd" ) ( % )
BIT 0.7463 X 18Tri-Cone Bit
1.7 Tortuosity ( None )
Tortuosity Period 500.0 ft
Interpolation Interval 30.0 ft
1.8 Wellpath - Calculation Method: Minimum Curvature
MD INC AZ TVD Build WalkDLS AbsTort RelTort VSect North East
( °/100ft ) ( °/100ft )( °/100ft )( ft )( ° )( ° )( ft ) ( °/100ft ) ( °/100ft ) ( ft ) ( ft ) ( ft )
0.0 0.00 0.00 0.0 0.00 0.000.00 0.00 0.00 0.0 0.0 0.0
600.0 0.00 224.84 600.0 0.00 0.000.00 0.00 0.00 0.0 0.0 0.0
5,200.0 0.53 224.84 5,199.9 0.01 0.000.01 0.01 0.00 -15.1 -15.1 -15.0
2November 28, 2011 at 6:38 pm WELLPLAN 5000.1.10.0
Training Company
1.8 Wellpath - Calculation Method: Minimum Curvature (Continued)
MD INC AZ TVD Build WalkDLS AbsTort RelTort VSect North East
( °/100ft ) ( °/100ft )( °/100ft )( ft )( ° )( ° )( ft ) ( °/100ft ) ( °/100ft ) ( ft ) ( ft ) ( ft )
5,315.0 3.53 224.84 5,314.8 2.61 0.002.61 0.07 0.00 -18.0 -18.0 -17.9
5,413.4 6.53 224.84 5,412.9 3.05 0.003.05 0.12 0.00 -24.1 -24.1 -24.0
5,511.8 9.53 224.84 5,510.3 3.05 0.003.05 0.17 0.00 -33.8 -33.8 -33.6
5,610.2 12.53 224.84 5,606.9 3.05 0.003.05 0.22 0.00 -47.2 -47.2 -46.9
5,708.7 15.53 224.84 5,702.4 3.05 0.003.05 0.27 0.00 -64.1 -64.1 -63.8
5,807.1 18.53 224.84 5,796.5 3.05 0.003.05 0.32 0.00 -84.5 -84.5 -84.1
5,905.5 21.53 224.84 5,888.9 3.05 0.003.05 0.36 0.00 -108.4 -108.4 -107.8
6,003.9 24.53 224.84 5,979.5 3.05 0.003.05 0.41 0.00 -135.7 -135.7 -135.0
6,102.4 27.53 224.84 6,068.0 3.05 0.003.05 0.45 0.00 -166.4 -166.4 -165.5
6,200.8 30.53 224.84 6,154.0 3.05 0.003.05 0.49 0.00 -200.2 -200.2 -199.1
6,299.2 33.53 224.84 6,237.4 3.05 0.003.05 0.53 0.00 -237.2 -237.2 -235.9
6,397.6 36.53 224.84 6,318.0 3.05 0.003.05 0.57 0.00 -277.3 -277.3 -275.7
6,496.1 39.53 224.84 6,395.5 3.05 0.003.05 0.61 0.00 -320.3 -320.3 -318.5
6,594.5 42.53 224.84 6,469.8 3.05 0.003.05 0.64 0.00 -366.1 -366.1 -364.1
6,692.9 45.53 224.84 6,540.5 3.05 0.003.05 0.68 0.00 -414.6 -414.6 -412.3
6,791.3 48.53 224.84 6,607.6 3.05 0.003.05 0.71 0.00 -465.6 -465.6 -463.1
6,889.8 51.53 224.84 6,670.8 3.05 0.003.05 0.75 0.00 -519.2 -519.2 -516.3
6,988.2 54.53 224.84 6,730.0 3.05 0.003.05 0.78 0.00 -574.9 -574.9 -571.7
7,086.6 57.53 224.84 6,785.0 3.05 0.003.05 0.81 0.00 -632.8 -632.8 -629.2
7,200.0 60.00 224.84 6,843.8 2.18 0.002.18 0.83 0.00 -701.5 -701.5 -697.6
7,225.8 60.00 224.84 6,856.7 0.00 0.000.00 0.83 0.00 -717.4 -717.4 -713.4
12,500.0 60.00 224.84 9,493.8 0.00 0.000.00 0.48 0.00 -3,956.1 -3,956.1 -3,934.1
13,750.0 60.00 224.84 10,118.8 0.00 0.000.00 0.44 0.00 -4,723.7 -4,723.7 -4,697.4
18,000.0 60.00 224.84 12,243.8 0.00 0.000.00 0.33 0.00 -7,333.6 -7,333.6 -7,292.7
18,877.9 60.00 224.84 12,682.7 0.00 0.000.00 0.32 0.00 -7,872.7 -7,872.7 -7,828.8
18,976.4 60.00 224.84 12,732.0 0.00 0.000.00 0.32 0.00 -7,933.2 -7,933.2 -7,889.0
19,074.8 60.00 224.84 12,781.2 0.00 0.000.00 0.31 0.00 -7,993.6 -7,993.6 -7,949.1
20,000.0 60.00 224.84 13,243.8 0.00 0.000.00 0.30 0.00 -8,561.7 -8,561.7 -8,514.1
2 BHA Analysis Data
2.1 Drilling Parameters Output
Mud Weight Measured Depth 20,000.0 ft13.80 ppg
Torque at Bit 2,000.0 ft-lbf Rotary Speed 120 rpm
Flow Rate 600.0 gpm 0.00Steering Tool Orientation
Dynamics No Enable Drillahead No
3 BHA Analysis Results
3.1 Results At The Bit(+ Is Up/Right - Is Down/Left)
Wellbore String Tilt Force
( ° ) ( ° ) ( lbf )( ° )
Inclination 60.00 60.46 0.46 -2068
Direction 224.84 224.84 0.00 0
3.2 Build Rates
Weight On Bit Rate of penetration Build Rate Walk Rate
( °/100ft )( °/100ft )( ft/hr )( kip )
25.0 30.0 0.00 0.00
3November 28, 2011 at 6:38 pm WELLPLAN 5000.1.10.0
Training Company
3.3 Hole Section vs. Drill String Angle Table
Node Distance
from Bit Wellbore INC Drill String INC
INC Difference
Wellbore AZ
Measured
Depth Drill String AZ
AZ DifferenceINC from Bit AZ from Bit
( ° )( ° )( ° )( ° )( ° )( ° )( ft )( ft )
1 20,000.0 0.0 60.00 0.46 224.84 224.84 0.0060.46
2 19,998.0 2.0 60.00 0.46 224.84 224.84 0.0060.46
3 19,996.0 4.0 60.00 0.44 224.84 224.84 0.0060.44
4 19,993.3 6.7 60.00 0.40 224.84 224.84 0.0060.40
5 19,990.7 9.3 60.00 0.35 224.84 224.84 0.0060.35
6 19,988.0 12.0 60.00 0.28 224.84 224.84 0.0060.28
7 19,981.0 19.0 60.00 0.08 224.84 224.84 0.0060.08
8 19,974.0 26.0 60.00 -0.12 224.84 224.84 0.0059.88
9 19,971.0 29.0 60.00 -0.20 224.84 224.84 0.0059.80
10 19,962.5 37.5 60.00 -0.33 224.84 224.84 0.0059.67
11 19,954.0 46.0 60.00 -0.23 224.84 224.84 0.0059.77
12 19,952.0 48.0 60.00 -0.18 224.84 224.84 0.0059.82
13 19,951.0 49.0 60.00 -0.14 224.84 224.84 0.0059.86
14 19,949.0 51.0 60.00 -0.09 224.84 224.84 0.0059.91
15 19,938.7 61.3 60.00 0.05 224.84 224.84 0.0060.05
16 19,928.3 71.7 60.00 0.01 224.84 224.84 0.0060.01
17 19,918.0 82.0 60.00 -0.02 224.84 224.84 0.0059.98
18 19,916.0 84.0 60.00 -0.01 224.84 224.84 0.0059.99
19 19,915.0 85.0 60.00 -0.01 224.84 224.84 0.0059.99
20 19,913.0 87.0 60.00 0.00 224.84 224.84 0.0060.00
21 19,903.0 97.0 60.00 -0.02 224.84 224.84 0.0059.98
22 19,893.0 107.0 60.00 -0.04 224.84 224.84 0.0059.96
23 19,883.0 117.0 60.00 0.10 224.84 224.84 0.0060.10
24 19,881.0 119.0 60.00 0.16 224.84 224.84 0.0060.16
25 19,880.0 120.0 60.00 0.19 224.84 224.84 0.0060.19
26 19,878.0 122.0 60.00 0.25 224.84 224.84 0.0060.25
27 19,864.5 135.5 60.00 0.37 224.84 224.84 0.0060.37
28 19,851.0 149.0 60.00 0.16 224.84 224.84 0.0060.16
29 19,837.5 162.5 60.00 0.01 224.84 224.84 0.0060.01
30 19,824.0 176.0 60.00 0.00 224.84 224.84 0.0060.00
31 19,810.5 189.5 60.00 0.00 224.84 224.84 0.0060.00
32 19,797.0 203.0 60.00 0.00 224.84 224.84 0.0060.00
33 19,783.5 216.5 60.00 0.00 224.84 224.84 0.0060.00
34 19,770.0 230.0 60.00 0.00 224.84 224.84 0.0060.00
35 19,756.5 243.5 60.00 0.00 224.84 224.84 0.0060.00
36 19,743.0 257.0 60.00 0.00 224.84 224.84 0.0060.00
37 19,729.5 270.5 60.00 0.00 224.84 224.84 0.0060.00
38 19,716.0 284.0 60.00 0.00 224.84 224.84 0.0060.00
39 19,702.5 297.5 60.00 0.00 224.84 224.84 0.0060.00
40 19,689.0 311.0 60.00 0.00 224.84 224.84 0.0060.00
3.4 BHA Displacements
Resultant
ClearanceDisplacement from Well CenterlineMeasured
Depth
Distance
from bit
Type
Inclination Direction
( in )( in )( in )( in )( ft )( ft )
0.0002.1250.000-2.125Drill Collar311.019,689.0
0.0012.126-0.003-2.126Drill Collar297.519,702.5
0.0012.1260.003-2.126Drill Collar284.019,716.0
0.0012.1260.001-2.126Drill Collar270.519,729.5
0.0012.1260.000-2.126Drill Collar257.019,743.0
0.0012.126-0.001-2.126Drill Collar243.519,756.5
4November 28, 2011 at 6:38 pm WELLPLAN 5000.1.10.0
Training Company
3.4 BHA Displacements (Continued)
Resultant
ClearanceDisplacement from Well CenterlineMeasured
Depth
Distance
from bit
Type
Inclination Direction
( in )( in )( in )( in )( ft )( ft )
0.0012.126-0.003-2.126Drill Collar230.019,770.0
0.0012.1260.003-2.126Drill Collar216.519,783.5
0.0012.1260.001-2.126Drill Collar203.019,797.0
0.0012.126-0.001-2.126Drill Collar189.519,810.5
0.0012.126-0.003-2.126Drill Collar176.019,824.0
0.0012.1260.002-2.126Drill Collar162.519,837.5
0.1881.937-0.001-1.937Drill Collar149.019,851.0
0.9751.150-0.005-1.150Drill Collar135.519,864.5
1.9760.149-0.008-0.148Integral Blade Stabilizer122.019,878.0
0.0290.0530.000-0.053Integral Blade Stabilizer120.019,880.0
0.0030.020-0.004-0.020Integral Blade Stabilizer119.019,881.0
2.0890.0360.0040.036Integral Blade Stabilizer117.019,883.0
2.0580.0670.0030.066Drill Collar107.019,893.0
2.1090.016-0.006-0.015Drill Collar97.019,903.0
2.0960.029-0.006-0.028Integral Blade Stabilizer87.019,913.0
0.0050.0280.003-0.028Integral Blade Stabilizer85.019,915.0
0.0100.033-0.001-0.033Integral Blade Stabilizer84.019,916.0
2.0910.034-0.001-0.034Integral Blade Stabilizer82.019,918.0
2.0750.050-0.002-0.050Non-Mag Drill Collar71.719,928.3
2.0940.031-0.0030.031Non-Mag Drill Collar61.319,938.7
2.0980.0270.0040.027Integral Blade Stabilizer51.019,949.0
0.0020.021-0.004-0.021Integral Blade Stabilizer49.019,951.0
0.0300.0540.000-0.054Integral Blade Stabilizer48.019,952.0
1.9820.1430.000-0.143Integral Blade Stabilizer46.019,954.0
0.9551.1700.004-1.170Restrictor Sub29.019,971.0
0.8571.2680.000-1.268Bent Housing26.019,974.0
0.8291.2960.004-1.296Bent Housing19.019,981.0
1.1061.0190.000-1.019Bent Housing12.019,988.0
1.2820.8430.006-0.843Bent Housing9.319,990.7
1.4870.6380.003-0.638Bent Housing6.719,993.3
1.7250.4000.000-0.400Cross Over4.019,996.0
1.9100.2150.000-0.215Cross Over2.019,998.0
0.0170.0170.000-0.017Tri-Cone Bit0.020,000.0
3.5 BHA Contact/Axial Forces
Resultant
Axial Force TorqueMeasured
Depth
Distance
from bit
Type Contact
Inclination Direction
Contact Forces
( ft ) ( ft ) ( ft-lbf )( lbf ) ( lbf ) ( lbf )( lbf )
19,689.0 311.0 Drill Collar YES -194 0 194 -7165 2,000.0
19,702.5 297.5 Drill Collar YES -1467 -2 1467 -7576 2,000.0
19,716.0 284.0 Drill Collar YES -1385 2 1385 -8398 2,000.0
19,729.5 270.5 Drill Collar YES -1442 1 1442 -9220 2,000.0
19,743.0 257.0 Drill Collar YES -1424 0 1424 -10,042 2,000.0
19,756.5 243.5 Drill Collar YES -1405 -1 1405 -10,865 2,000.0
19,770.0 230.0 Drill Collar YES -1465 -2 1465 -11,687 2,000.0
19,783.5 216.5 Drill Collar YES -1379 2 1379 -12,509 2,000.0
19,797.0 203.0 Drill Collar YES -1463 1 1463 -13,331 2,000.0
19,810.5 189.5 Drill Collar YES -1342 0 1342 -14,154 2,000.0
19,824.0 176.0 Drill Collar YES -1681 -2 1681 -14,976 2,000.0
19,837.5 162.5 Drill Collar YES -2184 2 2184 -15,798 2,000.0
19,851.0 149.0 Drill Collar NO 0 0 0 -16,620 2,000.0
19,864.5 135.5 Drill Collar NO 0 0 0 -17,443 2,000.0
5November 28, 2011 at 6:38 pm WELLPLAN 5000.1.10.0
Training Company
3.5 BHA Contact/Axial Forces (Continued)
Resultant
Axial Force TorqueMeasured
Depth
Distance
from bit
Type Contact
Inclination Direction
Contact Forces
( ft ) ( ft ) ( ft-lbf )( lbf ) ( lbf ) ( lbf )( lbf )
19,878.0 122.0 Integral Blade Stabilizer NO 0 0 0 -18,265 2,000.0
19,880.0 120.0 Integral Blade Stabilizer YES -5301 -2 5301 -18,737 2,000.0
19,881.0 119.0 Integral Blade Stabilizer NO 0 0 0 -18,828 2,000.0
19,883.0 117.0 Integral Blade Stabilizer NO 0 0 0 -18,920 2,000.0
19,893.0 107.0 Drill Collar NO 0 0 0 -19,285 2,000.0
19,903.0 97.0 Drill Collar NO 0 0 0 -19,894 2,000.0
19,913.0 87.0 Integral Blade Stabilizer NO 0 0 0 -20,503 2,000.0
19,915.0 85.0 Integral Blade Stabilizer YES -844 78 848 -20,869 2,000.0
19,916.0 84.0 Integral Blade Stabilizer YES -1775 -77 1777 -20,960 2,000.0
19,918.0 82.0 Integral Blade Stabilizer NO 0 0 0 -21,052 2,000.0
19,928.3 71.7 Non-Mag Drill Collar NO 0 0 0 -21,423 2,000.0
19,938.7 61.3 Non-Mag Drill Collar NO 0 0 0 -22,044 2,000.0
19,949.0 51.0 Integral Blade Stabilizer NO 0 0 0 -22,666 2,000.0
19,951.0 49.0 Integral Blade Stabilizer NO 0 0 0 -23,037 2,000.0
19,952.0 48.0 Integral Blade Stabilizer YES -5490 1 5490 -23,129 2,000.0
19,954.0 46.0 Integral Blade Stabilizer NO 0 0 0 -23,220 2,000.0
19,971.0 29.0 Restrictor Sub NO 0 0 0 -24,058 2,000.0
19,974.0 26.0 Bent Housing NO 0 0 0 -24,409 2,000.0
19,981.0 19.0 Bent Housing NO 0 0 0 -24,715 2,000.0
19,988.0 12.0 Bent Housing NO 0 0 0 -25,141 2,000.0
19,990.7 9.3 Bent Housing NO 0 0 0 -25,436 2,000.0
19,993.3 6.7 Bent Housing NO 0 0 0 -25,598 2,000.0
19,996.0 4.0 Cross Over NO 0 0 0 -25,761 2,000.0
19,998.0 2.0 Cross Over NO 0 0 0 -25,903 2,000.0
20,000.0 0.0 Tri-Cone Bit YES -2068 0 2068 -26,025 2,000.0
3.6 Element Forces Table
My MzElement Node Fx Fy Fz Mx
( lbf ) ( lbf ) ( lbf ) ( ft-lbf ) ( ft-lbf ) ( ft-lbf )
1 1 2134 -0.03 26,025 0.0 1.2 2,000.0
1 2 -2134 0.03 -25,903 0.1 4,265.9 -2,000.0
2 2 1916 -0.03 25,903 -0.1 -4,266.4 2,000.0
2 3 -1916 0.03 -25,761 0.1 8,098.8 -2,000.0
3 3 1656 -0.03 25,761 -0.1 -8,101.0 2,000.0
3 4 -1656 0.03 -25,598 0.2 12,517.9 -2,000.0
4 4 1353 -0.03 25,598 -0.2 -12,519.2 2,000.0
4 5 -1353 0.03 -25,436 0.3 16,127.5 -2,000.0
5 5 1044 -0.03 25,436 -0.3 -16,128.6 2,000.0
5 6 -1044 0.03 -25,141 0.3 18,913.8 -2,000.0
6 6 476 -0.02 25,141 -0.3 -18,957.1 2,000.0
6 7 -476 0.02 -24,715 0.5 22,289.3 -2,000.0
7 7 -352 -0.02 24,715 -0.5 -22,289.0 2,000.0
7 8 352 0.02 -24,409 0.6 19,822.6 -2,000.0
8 8 -940 -0.02 24,409 -0.6 -19,781.0 2,000.0
8 9 940 0.02 -24,058 0.7 16,961.2 -2,000.0
9 9 -1596 -0.02 24,058 -0.7 -16,995.9 2,000.0
9 10 1596 0.02 -23,540 0.8 3,425.9 -2,000.0
10 10 -2502 -0.01 23,540 -0.8 -3,374.8 2,000.0
10 11 2502 0.01 -23,220 0.9 -17,888.8 -2,000.0
11 11 -3014 -0.01 23,220 -0.9 17,858.7 2,000.0
11 12 3014 0.01 -23,129 1.0 -23,887.0 -2,000.0
12 12 2336 0.77 23,129 -1.0 23,884.2 2,000.0
6November 28, 2011 at 6:38 pm WELLPLAN 5000.1.10.0
Training Company
3.6 Element Forces Table (Continued)
My MzElement Node Fx Fy Fz Mx
( lbf ) ( lbf ) ( lbf ) ( ft-lbf ) ( ft-lbf ) ( ft-lbf )
12 13 -2336 -0.77 -23,037 0.2 -21,548.0 -2,000.0
13 13 2195 0.77 23,037 -0.2 21,550.5 2,000.0
13 14 -2195 -0.77 -22,666 -1.4 -17,160.5 -2,000.0
14 14 1598 0.76 22,666 1.4 17,210.7 2,000.0
14 15 -1598 -0.76 -22,044 -9.3 -697.7 -2,000.0
15 15 535 0.71 22,044 9.3 653.3 2,000.0
15 16 -535 -0.71 -21,423 -16.7 4,875.7 -2,000.0
16 16 -559 0.62 21,423 16.7 -4,874.7 2,000.0
16 17 559 -0.62 -21,052 -23.1 -900.1 -2,000.0
17 17 -1204 0.56 21,052 23.1 907.0 2,000.0
17 18 1204 -0.56 -20,960 -24.2 -3,314.5 -2,000.0
18 18 415 -76.35 20,960 24.2 3,314.3 2,000.0
18 19 -415 76.35 -20,869 52.2 -2,899.4 -2,000.0
19 19 1103 1.42 20,869 -52.2 2,899.6 2,000.0
19 20 -1103 -1.42 -20,503 49.4 -694.4 -2,000.0
20 20 469 1.55 20,503 -49.5 689.7 2,000.0
20 21 -469 -1.55 -19,894 34.0 3,996.3 -2,000.0
21 21 -597 1.70 19,894 -33.9 -3,994.1 2,000.0
21 22 597 -1.70 -19,285 16.9 -1,973.8 -2,000.0
22 22 -1636 1.77 19,285 -16.8 2,005.3 2,000.0
22 23 1636 -1.77 -18,920 -0.9 -18,368.2 -2,000.0
23 23 -2234 1.78 18,920 0.9 18,329.5 2,000.0
23 24 2234 -1.78 -18,828 -4.4 -22,796.9 -2,000.0
24 24 -2379 1.77 18,828 4.4 22,794.9 2,000.0
24 25 2379 -1.77 -18,737 -6.2 -25,173.6 -2,000.0
25 25 2778 -0.19 18,737 6.2 25,175.9 2,000.0
25 26 -2778 0.19 -18,265 -5.8 -19,620.7 -2,000.0
26 26 1996 -0.21 18,265 5.9 19,670.4 2,000.0
26 27 -1996 0.21 -17,443 -3.1 7,280.4 -2,000.0
27 27 544 -0.23 17,443 3.1 -7,358.2 2,000.0
27 28 -544 0.23 -16,620 0.0 14,702.7 -2,000.0
28 28 -939 -0.24 16,620 0.0 -14,687.1 2,000.0
28 29 939 0.24 -15,798 3.2 2,012.9 -2,000.0
29 29 -196 1.79 15,798 -3.2 -1,980.8 2,000.0
29 30 196 -1.79 -14,976 -21.1 -658.7 -2,000.0
30 30 62 -0.72 14,976 21.1 662.0 2,000.0
30 31 -62 0.72 -14,154 -11.4 178.4 -2,000.0
31 31 -20 -1.18 14,154 11.4 -179.4 2,000.0
31 32 20 1.18 -13,331 4.5 -85.6 -2,000.0
32 32 20 -0.33 13,331 -4.5 85.7 2,000.0
32 33 -20 0.33 -12,509 9.0 178.2 -2,000.0
33 33 -26 1.78 12,509 -9.0 -178.1 2,000.0
33 34 26 -1.78 -11,687 -15.0 -169.7 -2,000.0
34 34 16 -0.22 11,687 15.0 169.8 2,000.0
34 35 -16 0.22 -10,865 -12.1 41.1 -2,000.0
35 35 -3 -1.00 10,865 12.1 -41.3 2,000.0
35 36 3 1.00 -10,042 1.5 -0.3 -2,000.0
36 36 -3 -1.04 10,042 -1.5 0.4 2,000.0
36 37 3 1.04 -9220 15.6 -39.9 -2,000.0
37 37 15 -0.20 9220 -15.6 39.7 2,000.0
37 38 -15 0.20 -8398 18.3 165.1 -2,000.0
38 38 -24 1.86 8398 -18.3 -165.0 2,000.0
38 39 24 -1.86 -7576 -6.8 -160.3 -2,000.0
39 39 18 0.13 7576 6.9 160.3 2,000.0
39 40 -18 -0.13 -7165 -8.6 87.4 -2,000.0
7November 28, 2011 at 6:38 pm WELLPLAN 5000.1.10.0
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3.6.1 Element Forces Table Summary
Fx Fy Fz Mx My Mz
( lbf )( lbf )( lbf ) ( ft-lbf ) ( ft-lbf )( ft-lbf )
(Node) 11 18 2 19 25 25
Minimum -3014 -76 -25,903 -52.2 -25,173.6 -2,000.0
(Node) 12 19 1 19 25 24
Maximum 3014 76 26,025 52.2 25,175.9 2,000.0
3.7 Component Stress Table
EquivalentElement Node Axial Bending Torsion Shear
( psi )( psi )( psi )( psi )( psi )
573.78 0.30 241.03 94.08 709.821 1
-571.09 1,028.20 -241.03 94.08 1,652.881 2
571.09 1,028.34 241.03 84.49 1,653.022 2
-567.96 1,952.06 -241.03 84.49 2,554.372 3
567.96 1,952.59 241.03 73.04 2,554.893 3
-564.37 3,017.20 -241.03 73.04 3,605.833 4
564.37 3,017.52 241.03 59.67 3,606.144 4
-560.79 3,887.24 -241.03 59.67 4,467.584 5
560.79 3,887.49 241.03 46.06 4,467.835 5
-554.30 4,558.82 -241.03 46.06 5,130.145 6
554.30 4,569.24 241.03 20.99 5,140.526 6
-544.90 5,372.41 -241.03 20.99 5,932.026 7
544.90 5,372.34 241.03 15.54 5,931.947 7
-538.16 4,777.87 -241.03 15.54 5,332.407 8
565.06 4,817.63 243.55 43.52 5,399.208 8
-556.93 4,130.88 -243.55 43.52 4,706.758 9
530.41 4,096.55 241.03 70.40 4,645.759 9
-518.99 825.76 -241.03 70.40 1,408.069 10
518.99 813.43 241.03 110.31 1,396.2910 10
-511.94 4,311.76 -241.03 110.31 4,841.7310 11
511.94 4,304.50 241.03 132.91 4,834.5011 11
-509.92 5,757.50 -241.03 132.91 6,281.3211 12
509.92 5,756.82 241.03 103.02 6,280.6412 12
-507.91 5,193.73 -241.03 103.02 5,716.9012 13
507.91 5,194.33 241.03 96.79 5,717.5113 13
-499.72 4,136.22 -241.03 96.79 4,654.7013 14
499.72 4,148.32 241.03 70.47 4,666.7514 14
-486.02 168.19 -241.03 70.47 776.0714 15
486.02 157.47 241.03 23.59 767.0515 15
-472.32 1,175.19 -241.03 23.59 1,699.5915 16
472.32 1,174.96 241.03 24.64 1,699.3616 16
-464.13 217.02 -241.03 24.64 798.9116 17
464.13 218.68 241.03 53.08 800.3217 17
-462.12 798.92 -241.03 53.08 1,328.3517 18
462.12 798.87 241.03 18.60 1,328.3018 18
-460.10 698.96 -241.03 18.60 1,231.9518 19
460.10 699.02 241.03 48.62 1,232.0119 19
-452.04 167.81 -241.03 48.62 747.3319 20
452.04 166.66 241.03 20.66 746.3820 20
-438.62 963.28 -241.03 20.66 1,462.7320 21
438.62 962.74 241.03 26.32 1,462.2221 21
-425.19 475.78 -241.03 26.32 992.9921 22
425.19 483.37 241.03 72.15 999.8822 22
-417.13 4,427.30 -241.03 72.15 4,862.3822 23
8November 28, 2011 at 6:38 pm WELLPLAN 5000.1.10.0
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3.7 Component Stress Table (Continued)
EquivalentElement Node Axial Bending Torsion Shear
( psi )( psi )( psi )( psi )( psi )
417.13 4,417.97 241.03 98.50 4,853.0923 23
-415.12 5,494.76 -241.03 98.50 5,924.6023 24
415.12 5,494.27 241.03 104.89 5,924.1224 24
-413.10 6,067.61 -241.03 104.89 6,494.1424 25
413.10 6,068.17 241.03 122.48 6,494.7125 25
-402.69 4,729.21 -241.03 122.48 5,148.8525 26
402.69 4,741.19 241.03 88.03 5,160.7926 26
-384.57 1,754.81 -241.03 88.03 2,179.7326 27
384.57 1,773.54 241.03 23.99 2,198.1227 27
-366.44 3,543.80 -241.03 23.99 3,932.4627 28
366.44 3,540.05 241.03 41.40 3,928.7328 28
-348.31 485.17 -241.03 41.40 932.1828 29
348.31 477.43 241.03 8.62 925.2729 29
-330.18 158.84 -241.03 8.62 642.9829 30
330.18 159.64 241.03 2.75 643.5930 30
-312.05 43.09 -241.03 2.75 548.1030 31
312.05 43.32 241.03 0.87 548.2531 31
-293.92 20.67 -241.03 0.87 522.7431 32
293.92 20.68 241.03 0.86 522.7432 32
-275.79 43.01 -241.03 0.86 525.2832 33
275.79 42.98 241.03 1.14 525.2733 33
-257.67 41.05 -241.03 1.14 513.3433 34
257.67 41.09 241.03 0.69 513.3634 34
-239.54 10.32 -241.03 0.69 486.5434 35
239.54 10.37 241.03 0.14 486.5635 35
-221.41 0.36 -241.03 0.14 472.7335 36
221.41 0.37 241.03 0.14 472.7336 36
-203.28 10.32 -241.03 0.14 468.9536 37
203.28 10.29 241.03 0.67 468.9437 37
-185.15 40.04 -241.03 0.67 474.3437 38
185.15 40.02 241.03 1.07 474.3338 38
-167.02 38.68 -241.03 1.07 465.4138 39
167.02 38.68 241.03 0.81 465.4139 39
-157.96 21.17 -241.03 0.81 454.2939 40
3.7.1 Component Stress Table Summary
Axial Bending Torsion Shear Equivalent
(psi)(psi)(psi) (psi) (psi)
(Node) 2 1 9 36 40
Minimum -571.09 0.30 -243.55 0.14 454.29
(Node) 1 25 8 11 25
Maximum 573.78 6,068.17 243.55 132.91 6,494.71
3.8 Principal Stress Table
Element Node Max. Principal Stress Min. Principal Stress Max. Shear Stress Equivalent Stress
( psi )( psi )( psi )( psi )
661.85 -87.85 374.82 709.8211
560.72 -1,634.83 835.18 1,652.882
1,634.97 -560.84 835.25 1,653.0222
1,424.88 -2,542.87 1,282.86 2,554.373
2,543.39 -1,425.39 1,283.11 2,554.8933
9November 28, 2011 at 6:38 pm WELLPLAN 5000.1.10.0
Training Company
3.8 Principal Stress Table (Continued)
Element Node Max. Principal Stress Min. Principal Stress Max. Shear Stress Equivalent Stress
( psi )( psi )( psi )( psi )
2,476.29 -3,597.72 1,806.94 3,605.834
3,598.04 -2,476.60 1,807.09 3,606.1444
3,343.82 -4,461.05 2,237.04 4,467.585
4,461.30 -3,344.07 2,237.16 4,467.8355
4,018.98 -5,124.46 2,567.90 5,130.146
5,134.85 -4,029.36 2,573.08 5,140.5266
4,839.52 -5,927.11 2,968.46 5,932.027
5,927.04 -4,839.44 2,968.42 5,931.9477
4,253.37 -5,326.93 2,668.92 5,332.408
5,393.69 -4,266.46 2,702.34 5,399.2088
3,590.47 -4,700.43 2,356.52 4,706.759
4,639.48 -3,582.36 2,326.00 4,645.7599
439.08 -1,386.65 714.27 1,408.0610
1,374.68 -429.65 708.47 1,396.291010
3,815.04 -4,835.71 2,423.86 4,841.7311
4,828.47 -3,807.82 2,420.25 4,834.501111
5,258.63 -6,276.68 3,142.97 6,281.3212
6,276.00 -5,257.95 3,142.63 6,280.641212
4,698.19 -5,711.81 2,860.99 5,716.9013
5,712.41 -4,698.79 2,861.29 5,717.511313
3,652.41 -4,648.44 2,330.47 4,654.7014
4,660.50 -3,664.45 2,336.48 4,666.751414
129.79 -733.42 406.32 776.0715
723.76 -127.41 402.02 767.051515
777.58 -1,682.05 858.30 1,699.5916
1,681.83 -777.37 858.19 1,699.361616
147.30 -757.81 417.24 798.9117
759.32 -147.75 417.92 800.321717
462.43 -1,305.54 675.02 1,328.3518
1,305.49 -462.40 675.00 1,328.301818
388.42 -1,207.18 627.65 1,231.9519
1,207.24 -388.47 627.68 1,232.011919
137.69 -702.54 392.62 747.3320
701.52 -137.41 392.17 746.382020
618.58 -1,442.18 741.23 1,462.7321
1,441.66 -618.12 740.98 1,462.222121
267.65 -961.39 510.91 992.9922
968.54 -271.87 514.26 999.882222
4,024.60 -4,856.39 2,434.18 4,862.3823
4,847.08 -4,015.30 2,429.53 4,853.092323
5,091.06 -5,919.69 2,964.75 5,924.6024
5,919.20 -5,090.57 2,964.51 5,924.122424
5,664.76 -6,489.66 3,249.31 6,494.1425
6,490.23 -5,665.33 3,249.59 6,494.712525
4,339.90 -5,143.20 2,577.25 5,148.8526
5,155.15 -4,351.84 2,583.21 5,160.792626
1,411.41 -2,166.19 1,096.51 2,179.7327
2,184.70 -1,429.62 1,105.65 2,198.122727
3,195.55 -3,925.04 1,969.92 3,932.4628
3,921.31 -3,191.82 1,968.06 3,928.732828
318.99 -898.16 481.42 932.1829
890.94 -314.09 478.08 925.272929
170.13 -587.85 343.34 642.9830
588.53 -170.40 343.62 643.593030
141.53 -476.95 299.38 548.1031
10November 28, 2011 at 6:38 pm WELLPLAN 5000.1.10.0
Training Company
3.8 Principal Stress Table (Continued)
Element Node Max. Principal Stress Min. Principal Stress Max. Shear Stress Equivalent Stress
( psi )( psi )( psi )( psi )
477.14 -141.59 299.45 548.253131
140.44 -445.11 287.82 522.7432
445.12 -140.44 287.82 522.743232
151.27 -448.37 288.97 525.2833
448.35 -151.26 288.96 525.273333
155.94 -432.92 283.56 513.3434
432.94 -155.95 283.57 513.363434
152.28 -396.41 271.48 486.5435
396.45 -152.30 271.49 486.563535
154.64 -376.20 265.31 472.7336
376.21 -154.64 265.32 472.733636
163.14 -370.43 263.63 468.9537
370.41 -163.13 263.63 468.943737
179.16 -378.63 266.03 474.3438
378.62 -179.15 266.03 474.333838
185.26 -364.91 262.06 465.4139
364.91 -185.26 262.06 465.413939
182.15 -346.70 257.13 454.2940
3.8.1 Principal Stress Table Summary
Max. Principal Stress Min. Principal Stress Max. Shear Stress Equivalent Stress
( psi )( psi )( psi ) ( psi )
(Node) 15 25 40 40
Minimum 129.79 -6,489.66 257.13 454.29
(Node) 25 1 25 25
Maximum 6,490.23 -87.85 3,249.59 6,494.71
11November 28, 2011 at 6:38 pm WELLPLAN 5000.1.10.0
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3.9 Plots
3.9.1 Full Schematic: To Scale - Deviated
12November 28, 2011 at 6:38 pm WELLPLAN 5000.1.10.0
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3.9.2 BHA: Not To Scale - Non Deviated
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3.9.3 Wellpath: Vertical Section
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3.9.4 BHA Drillahead: Inclination
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3.9.5 BHA Drillahead: Azimuth
16November 28, 2011 at 6:38 pm WELLPLAN 5000.1.10.0
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3.9.6 BHA Drillahead: Dogleg Severity
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3.9.7 Displacement
18November 28, 2011 at 6:38 pm WELLPLAN 5000.1.10.0
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3.9.8 Side Force
19November 28, 2011 at 6:38 pm WELLPLAN 5000.1.10.0
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Table of Contents
Design....................................................................................................................................................................................................................................................11
Customer Information......................................................................................................................................................................................................................................1 1.1
General Well Information..................................................................................................................................................................................................................................1 1.2
General Case Information..................................................................................................................................................................................................................................1 1.3
Fluid Rheology............................................................................................................................................................................................................................................1 1.4
Hole Section..............................................................................................................................................................................................................................................1 1.5
String Details............................................................................................................................................................................................................................................2 1.6
Grades In Use.............................................................................................................................................................................................................................................2 1.6.1
Drill String Nozzles......................................................................................................................................................................................................................................2 1.6.2
Tortuosity ( None ).......................................................................................................................................................................................................................................2 1.7
Wellpath - Calculation Method: Minimum Curvature..........................................................................................................................................................................................................2 1.8
BHA Analysis Data.........................................................................................................................................................................................................................................32
Drilling Parameters Output................................................................................................................................................................................................................................3 2.1
BHA Analysis Results......................................................................................................................................................................................................................................33
Results At The Bit(+ Is Up/Right - Is Down/Left)..........................................................................................................................................................................................................3 3.1
Build Rates...............................................................................................................................................................................................................................................3 3.2
Hole Section vs. Drill String Angle Table.................................................................................................................................................................................................................4 3.3
BHA Displacements.........................................................................................................................................................................................................................................4 3.4
BHA Contact/Axial Forces..................................................................................................................................................................................................................................5 3.5
Element Forces Table......................................................................................................................................................................................................................................6 3.6
Element Forces Table Summary..............................................................................................................................................................................................................................8 3.6.1
Component Stress Table....................................................................................................................................................................................................................................8 3.7
Component Stress Table Summary............................................................................................................................................................................................................................9 3.7.1
Principal Stress Table....................................................................................................................................................................................................................................9 3.8
Principal Stress Table Summary............................................................................................................................................................................................................................11 3.8.1
Plots.....................................................................................................................................................................................................................................................12 3.9
Full Schematic: To Scale - Deviated.......................................................................................................................................................................................................................12 3.9.1
BHA: Not To Scale - Non Deviated..........................................................................................................................................................................................................................13 3.9.2
Wellpath: Vertical Section................................................................................................................................................................................................................................14 3.9.3
BHA Drillahead: Inclination...............................................................................................................................................................................................................................15 3.9.4
BHA Drillahead: Azimuth...................................................................................................................................................................................................................................16 3.9.5
BHA Drillahead: Dogleg Severity...........................................................................................................................................................................................................................17 3.9.6
Displacement..............................................................................................................................................................................................................................................18 3.9.7
Side Force................................................................................................................................................................................................................................................19 3.9.8
November 28, 2011 at 6:38 pm WELLPLAN 5000.1.10.0
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