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To study the effects of downhole problem on
torque and drag calculation in directional wells
Presented by:
Nikhil Barshettiwar
ME (Petroleum)
Maharashtra Institute of Technology,
Pune
Contents
•
•Basics of Torque and Drag calculation
•Soft string models and Stiff string models
•Areal Clearance Factor Calculation
•Analysis of results by analytical methods
•Introduction to finite element analysis
•Contact force calculation
•Results
•Conclusion
F1
F2 = F1 + We*L + μ*Fn
Soft String Model Vs Stiff String
Model
Areal Clearance Factor
y = 3E-05x3 - 0.0104x2 + 1.6126x
R² = 0.9923
0
20
40
60
80
100
120
140
160
180
200
0 50 100 150 200 250
Centralangle(degree)
Thickness(mm)
Thickness Vs Hole Angle
Poly. (Thickness Vs Hole
Angle)
Central Angle Vs Thickness
y = 0.2631x2 - 14.312x + 2189.3
R² = 0.9871
2000
2200
2400
2600
2800
3000
3200
3400
3600
3800
4000
0 10 20 30 40 50 60 70 80 90 100
Increaseindrag(lb)
Angle at the center (degrees)
Angle Vs Increase in Drag
Poly. (Angle Vs Increase in Drag)
Drag Vs Central Angle
0
2000
4000
6000
8000
10000
12000
0 50000 100000 150000 200000 250000
Depth(ft)
Hook load (lb)
Exxon Model-Hoisting
Exxon Model-Lowering
3D Analytical Model -Hoisting
3D Analytical model (Lowering)
Drag (Original Case)
0
2000
4000
6000
8000
10000
12000
0 50000 100000 150000 200000 250000
(Depth,ft)
Hook Load (lb)
Exxon model (Hoisting)
Exxon model-(lowering)
3D Analytical Model (Hoisting)
3D Analytical Model (lowering)
Drag (10 mm thickness)
0
2000
4000
6000
8000
10000
12000
0 50000 100000 150000 200000 250000 300000 350000 400000
Depth(ft)
Hook Load (lb)
Exxon Model (Hoisting)
Exxon model (lowering)
3D Analytical model (hoisting)
3D analytical (lowering)
Drag (100 mm thickness)
0
2000
4000
6000
8000
10000
12000
0 100000 200000 300000 400000 500000 600000 700000 800000
Depth(ft)
Hook load (lb)
Exxon Model (hoisting)
Exxon model (lowering)
3D analytical model (hoisting)
3D analytical model (lowering)
Drag (150 mm thickness)
Introduction to FEM
Developing
MATLAB
Code
Input Data,
Boundary
Conditions
Results
Input data for MATLAB Program
1. Drill string specifications
- Length of drillpipe
- Diameters
- Density of Pipe
- Young’s Modulus
-Poisson’s ratio
2. Survey data
- Measured depth
- Inclination
- Azimuth
3. Controlling parameters for Wilson-theta method
- Time step
- alpha and beta
-Total steps
-Clearance
- Stiffness
4. Boundary Conditions
nnd=4;
nel=3;
nne=2;
nodof=6;
eldof=nne*nodof;
%%nodes coordinates X and Y %%%
geom=zeros(nnd,1);
geom=[0.;a.;b.;c.];
%%element connectivity%%%
connec=zeros(nel,2);
connec=[1 2;2 3;3 4];
%%geometrical properties%%%
%%prop(1,1)=E; prop(1,2)=I
prop=zeros(nel,2);
prop=[200000 200e6;200000 200e6;200000 200e6];
%%%Boundry conditions%%%
nf=ones(nnd,nodof);
nf(1,1)=0; nf(1,2)=0;
nf(2,1)=0;
nf(3,1)=0;
nf(4,1)=0; nf(4,2)=0;
%%counting the no. of degrees of freedom%%%
n=0;
for i=1:nnd
for j=1:nodof
if nf(i,j)~=0
n=n+1;
nf(i,j)=n;
end
end
end
%%%%Internal Hinges%%%
Hinge=ones(nel,2);
%%loading%%%
Joint_loads=zeros(nnd,2);
%%%Enter here the forces in X and Y directions at node i
Element_loads=zeros(nel,4);
Element_loads(1,:)=[-1.e4 -1.e7 -1.e4 1.e7];
Element_loads(2,:)=[-1.e4 -8.333e6 -1.e4 8.3333e4];
%%%%%End of Input %%%%%%
Solution for FEA using Newmark-Beta Method
Steps involved in FEM
1. Setting up matrices [M], [K] and [C]
2. Initialize {X}, {X’} and {X”}
3. Selection of time steps Δt , calculating α and β
4. Forming effective stiffness matrix
5. Calculating effective force vector
6. Solving for Displacement matrix at t+Δt
7. Calculating Velocity and Acceleration matrix
Contact Force
8/15/2015 REFERENCE-ANSYS Mechanical APDL Rotordynamic 17
Results
Depth (ft)
Force (lb)
Force(lb), 10mm Force(lb),100mm
Force(lb),150 mm
Hoisting Lowering Hoisting Lowering Hoisting Lowering Hoisting Lowering
5801.894 95818.86 93271.26 96648.72 94079.05 140567.7 136830.4 290027.4 282316.2
5898.293 94335.02 91994.88 95152.03 92791.62 138390.9 134957.9 285536 278452.8
5994.003 92861.82 90727.5 93666.07 91513.26 136229.7 133098.6 281076.9 274616.7
6089.32 91397.35 89454.88 92188.91 90229.63 134081.3 131231.7 276644.2 270764.7
6184.899 89929.98 88174.68 90708.83 88938.33 131928.7 129353.6 272202.7 266889.7
6280.642 88460.55 86890.7 89226.68 87643.23 129773 127470 267755 263003.3
Results
5700
5800
5900
6000
6100
6200
6300
6400
50000 150000 250000 350000
Depth(ft)
Force (lb)
Force (10mm-Hoisting)
Force (10mm-lowering)
Force (100mm-Hoisting)
Force (100mm-lowering)
Force (150mm-Hoisting)
Force (150mm-lowering)
• Increase in drag linearly with increase in bed thickness
• Base case value is 2000 lb assume for calculations. Increase in drag for 10mm,
100mm and 150mm are obtained as 2017.321 lb, 2934.031 lb and 6037.383 lb
respectively.
Conclusion
•Analytical model gives exaggerated results since it assumes the complete drillstring is
in contact with the cutting bed.
•Finite Element Analysis with help of contact analysis can improve the results because
it takes stiffness of drillstring into account, hence the increase amount of drag wherever
contact force is occurring.
•There is always fold increase in torque and drag due to accumulation of cuttings bed.
The amount of increase in drag due to this can reduce the efficiency of equipments.
References
1.Aadnoy,S.B., Fazaehizadeh, M.,Hareland,G. “A 3D Analytical model for wellbore friction”, JCPT, vol.49,No.10,
October 2010
2.Aadnoy,B.S.,Andersen,K. “Friction analysis for long reach wells” ,SPE/IADC 39391,IADC/SPE Drilling
Conference held in Dallas, Texas, 3-6 March 1998
3.Fazaelizadeh, M.,Hareland,G.,Aadnoy,B.S. “Application of New 3-D Analytical Model for Directional Wellbore
Friction” Modern applied science , Vol.4 No.2 February 2012
4.Fazaelizadeh,M. “Real time Torque and Drag Analysis during Directional Drilling, Ph.d Thesis, Department of
chemical and Petroleum engineering, Calgary, Alberta, March 2013)
5. Francis Effiong., ‘Experimental cuttings transport in horizontal wellbore-The determination of cuttings bed
height’, NTNU.
6. Haduch,G.A.,Procter,R.L., Samuels,D.A. “Solution of common stuck pipe problems through the adaption of
Torque/Drag Calculations” IADC/SPE 27490,IADC/SPE Drilling Conference held in Dallas, Texas, 15-18
February 1994)
7. Hareland,G.,Wu,A.,Fazaelizadeh,M. “Finite element analysis of drillstring and Its application on torque and
drag calculation, The International Journal of Engineering and Science, Vol.2,Issue 2, Pages 9-16, 2013.
8. Johancsik,C.A.,Friesen,D.B.,Dawson,R. “Torque and Drag in Directional Wells- Prediction and Measurement”
,1983 IADC/SPE Drilling Conference held in New Oriens 20-23 Feb
10. Maidla,E.,Haci,M. “Understanding Torque: The Key to slide-drilling Directional wells”, IADC/SPE 87162,
IADC/SPE drilling conference held in Dallas, Texas, USA,2-4 March 2004
11. Mirhaj, S.A., Kaarstad, E.,Aadnoy, B.S. “Improvement of Torque and Drag modeling in Long reach wells”
Modern applied science, Vol.5 No.5 october 2011
12.Orkhan Ismayilov ,”Application of 3-D Analytical Model for wellbore friction calculation in actual
wells”Norwegian Institute of Science and Technology, Department of Petroleum Engineering and Applied
Geophysics
13.Wu, A., Hareland ,G. “Calculation of friction coefficient and downhole weight on bit with finite element
analysis of drillstring”,ARMA 12-195, 46th rock mechanics/geomechanics symposium held in Chicago, IL,USA,
24-27 June 2012
THANK YOU

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T&D relation to cutting bed thickness

  • 1. To study the effects of downhole problem on torque and drag calculation in directional wells Presented by: Nikhil Barshettiwar ME (Petroleum) Maharashtra Institute of Technology, Pune
  • 2. Contents • •Basics of Torque and Drag calculation •Soft string models and Stiff string models •Areal Clearance Factor Calculation •Analysis of results by analytical methods •Introduction to finite element analysis •Contact force calculation •Results •Conclusion
  • 3. F1 F2 = F1 + We*L + μ*Fn Soft String Model Vs Stiff String Model
  • 5. y = 3E-05x3 - 0.0104x2 + 1.6126x R² = 0.9923 0 20 40 60 80 100 120 140 160 180 200 0 50 100 150 200 250 Centralangle(degree) Thickness(mm) Thickness Vs Hole Angle Poly. (Thickness Vs Hole Angle) Central Angle Vs Thickness
  • 6. y = 0.2631x2 - 14.312x + 2189.3 R² = 0.9871 2000 2200 2400 2600 2800 3000 3200 3400 3600 3800 4000 0 10 20 30 40 50 60 70 80 90 100 Increaseindrag(lb) Angle at the center (degrees) Angle Vs Increase in Drag Poly. (Angle Vs Increase in Drag) Drag Vs Central Angle
  • 7. 0 2000 4000 6000 8000 10000 12000 0 50000 100000 150000 200000 250000 Depth(ft) Hook load (lb) Exxon Model-Hoisting Exxon Model-Lowering 3D Analytical Model -Hoisting 3D Analytical model (Lowering) Drag (Original Case)
  • 8. 0 2000 4000 6000 8000 10000 12000 0 50000 100000 150000 200000 250000 (Depth,ft) Hook Load (lb) Exxon model (Hoisting) Exxon model-(lowering) 3D Analytical Model (Hoisting) 3D Analytical Model (lowering) Drag (10 mm thickness)
  • 9. 0 2000 4000 6000 8000 10000 12000 0 50000 100000 150000 200000 250000 300000 350000 400000 Depth(ft) Hook Load (lb) Exxon Model (Hoisting) Exxon model (lowering) 3D Analytical model (hoisting) 3D analytical (lowering) Drag (100 mm thickness)
  • 10. 0 2000 4000 6000 8000 10000 12000 0 100000 200000 300000 400000 500000 600000 700000 800000 Depth(ft) Hook load (lb) Exxon Model (hoisting) Exxon model (lowering) 3D analytical model (hoisting) 3D analytical model (lowering) Drag (150 mm thickness)
  • 13. Input data for MATLAB Program 1. Drill string specifications - Length of drillpipe - Diameters - Density of Pipe - Young’s Modulus -Poisson’s ratio 2. Survey data - Measured depth - Inclination - Azimuth 3. Controlling parameters for Wilson-theta method - Time step - alpha and beta -Total steps -Clearance - Stiffness 4. Boundary Conditions
  • 14. nnd=4; nel=3; nne=2; nodof=6; eldof=nne*nodof; %%nodes coordinates X and Y %%% geom=zeros(nnd,1); geom=[0.;a.;b.;c.]; %%element connectivity%%% connec=zeros(nel,2); connec=[1 2;2 3;3 4]; %%geometrical properties%%% %%prop(1,1)=E; prop(1,2)=I prop=zeros(nel,2); prop=[200000 200e6;200000 200e6;200000 200e6]; %%%Boundry conditions%%% nf=ones(nnd,nodof); nf(1,1)=0; nf(1,2)=0; nf(2,1)=0; nf(3,1)=0; nf(4,1)=0; nf(4,2)=0; %%counting the no. of degrees of freedom%%% n=0; for i=1:nnd for j=1:nodof if nf(i,j)~=0 n=n+1; nf(i,j)=n; end end end %%%%Internal Hinges%%% Hinge=ones(nel,2); %%loading%%% Joint_loads=zeros(nnd,2); %%%Enter here the forces in X and Y directions at node i Element_loads=zeros(nel,4); Element_loads(1,:)=[-1.e4 -1.e7 -1.e4 1.e7]; Element_loads(2,:)=[-1.e4 -8.333e6 -1.e4 8.3333e4]; %%%%%End of Input %%%%%%
  • 15. Solution for FEA using Newmark-Beta Method Steps involved in FEM 1. Setting up matrices [M], [K] and [C] 2. Initialize {X}, {X’} and {X”} 3. Selection of time steps Δt , calculating α and β 4. Forming effective stiffness matrix 5. Calculating effective force vector 6. Solving for Displacement matrix at t+Δt 7. Calculating Velocity and Acceleration matrix
  • 17. 8/15/2015 REFERENCE-ANSYS Mechanical APDL Rotordynamic 17
  • 18. Results Depth (ft) Force (lb) Force(lb), 10mm Force(lb),100mm Force(lb),150 mm Hoisting Lowering Hoisting Lowering Hoisting Lowering Hoisting Lowering 5801.894 95818.86 93271.26 96648.72 94079.05 140567.7 136830.4 290027.4 282316.2 5898.293 94335.02 91994.88 95152.03 92791.62 138390.9 134957.9 285536 278452.8 5994.003 92861.82 90727.5 93666.07 91513.26 136229.7 133098.6 281076.9 274616.7 6089.32 91397.35 89454.88 92188.91 90229.63 134081.3 131231.7 276644.2 270764.7 6184.899 89929.98 88174.68 90708.83 88938.33 131928.7 129353.6 272202.7 266889.7 6280.642 88460.55 86890.7 89226.68 87643.23 129773 127470 267755 263003.3
  • 19. Results 5700 5800 5900 6000 6100 6200 6300 6400 50000 150000 250000 350000 Depth(ft) Force (lb) Force (10mm-Hoisting) Force (10mm-lowering) Force (100mm-Hoisting) Force (100mm-lowering) Force (150mm-Hoisting) Force (150mm-lowering) • Increase in drag linearly with increase in bed thickness • Base case value is 2000 lb assume for calculations. Increase in drag for 10mm, 100mm and 150mm are obtained as 2017.321 lb, 2934.031 lb and 6037.383 lb respectively.
  • 20. Conclusion •Analytical model gives exaggerated results since it assumes the complete drillstring is in contact with the cutting bed. •Finite Element Analysis with help of contact analysis can improve the results because it takes stiffness of drillstring into account, hence the increase amount of drag wherever contact force is occurring. •There is always fold increase in torque and drag due to accumulation of cuttings bed. The amount of increase in drag due to this can reduce the efficiency of equipments.
  • 21. References 1.Aadnoy,S.B., Fazaehizadeh, M.,Hareland,G. “A 3D Analytical model for wellbore friction”, JCPT, vol.49,No.10, October 2010 2.Aadnoy,B.S.,Andersen,K. “Friction analysis for long reach wells” ,SPE/IADC 39391,IADC/SPE Drilling Conference held in Dallas, Texas, 3-6 March 1998 3.Fazaelizadeh, M.,Hareland,G.,Aadnoy,B.S. “Application of New 3-D Analytical Model for Directional Wellbore Friction” Modern applied science , Vol.4 No.2 February 2012 4.Fazaelizadeh,M. “Real time Torque and Drag Analysis during Directional Drilling, Ph.d Thesis, Department of chemical and Petroleum engineering, Calgary, Alberta, March 2013) 5. Francis Effiong., ‘Experimental cuttings transport in horizontal wellbore-The determination of cuttings bed height’, NTNU. 6. Haduch,G.A.,Procter,R.L., Samuels,D.A. “Solution of common stuck pipe problems through the adaption of Torque/Drag Calculations” IADC/SPE 27490,IADC/SPE Drilling Conference held in Dallas, Texas, 15-18 February 1994) 7. Hareland,G.,Wu,A.,Fazaelizadeh,M. “Finite element analysis of drillstring and Its application on torque and drag calculation, The International Journal of Engineering and Science, Vol.2,Issue 2, Pages 9-16, 2013. 8. Johancsik,C.A.,Friesen,D.B.,Dawson,R. “Torque and Drag in Directional Wells- Prediction and Measurement” ,1983 IADC/SPE Drilling Conference held in New Oriens 20-23 Feb
  • 22. 10. Maidla,E.,Haci,M. “Understanding Torque: The Key to slide-drilling Directional wells”, IADC/SPE 87162, IADC/SPE drilling conference held in Dallas, Texas, USA,2-4 March 2004 11. Mirhaj, S.A., Kaarstad, E.,Aadnoy, B.S. “Improvement of Torque and Drag modeling in Long reach wells” Modern applied science, Vol.5 No.5 october 2011 12.Orkhan Ismayilov ,”Application of 3-D Analytical Model for wellbore friction calculation in actual wells”Norwegian Institute of Science and Technology, Department of Petroleum Engineering and Applied Geophysics 13.Wu, A., Hareland ,G. “Calculation of friction coefficient and downhole weight on bit with finite element analysis of drillstring”,ARMA 12-195, 46th rock mechanics/geomechanics symposium held in Chicago, IL,USA, 24-27 June 2012