Calculating Method for the Axial Force of Washover String During Extracting Casing in Directional Well

Similar documents
Mechanical Analysis and Safety Evaluation of Double-Packer string in a horizontal well

MAAE 2202 A. Come to the PASS workshop with your mock exam complete. During the workshop you can work with other students to review your work.

Chapter 5 Torsion STRUCTURAL MECHANICS: CE203. Notes are based on Mechanics of Materials: by R. C. Hibbeler, 7th Edition, Pearson

An Analysis of The Flow Resistance in Coiled Tubing Wound Around A Reel, In Microhole Drilling

[7] Torsion. [7.1] Torsion. [7.2] Statically Indeterminate Torsion. [7] Torsion Page 1 of 21

2040. Damage modeling and simulation of vibrating pipe with part-through circumferential crack

The Ultimate Load-Carrying Capacity of a Thin-Walled Shuttle Cylinder Structure with Cracks under Eccentric Compressive Force

The inclined well Set Firing Angle Oriented Perforating technology and application. ZHOU Zhao

Stress Analysis Lecture 3 ME 276 Spring Dr./ Ahmed Mohamed Nagib Elmekawy

A method for calculating pipe deformation in gas wells

Torsion of Shafts Learning objectives

Mechanical Engineering Ph.D. Preliminary Qualifying Examination Solid Mechanics February 25, 2002

Experimental investigation on monotonic performance of steel curved knee braces for weld-free beam-to-column connections

M. Vable Mechanics of Materials: Chapter 5. Torsion of Shafts

Stresses in Curved Beam

Mechanical Design in Optical Engineering

Chapter 3. Load and Stress Analysis

Mechanics of Materials II. Chapter III. A review of the fundamental formulation of stress, strain, and deflection

Research Article Experimental Investigation and Analysis of Dynamic Buckling of Drill String in Horizontal Well

On Appropriately Matching the Bottomhole Pendulum Assembly with the Anisotropic Drill Bit, to Control the Hole-Deviation

Mechanical Design in Optical Engineering

Formation rock failure mode and its recognition method under high pressure squeezing condition in horizontal wells

Advanced Structural Analysis EGF Section Properties and Bending

Critical Load columns buckling critical load

Received 16 September 2017; received in revised form 13 December 2017; accepted 21 December 2017 DOI

twenty one concrete construction: shear & deflection ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2014 lecture

External Pressure... Thermal Expansion in un-restrained pipeline... The critical (buckling) pressure is calculated as follows:

CE6306 STRENGTH OF MATERIALS TWO MARK QUESTIONS WITH ANSWERS ACADEMIC YEAR

MECHANICS OF MATERIALS

PERIYAR CENTENARY POLYTECHNIC COLLEGE PERIYAR NAGAR - VALLAM THANJAVUR. DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK

needed to buckle an ideal column. Analyze the buckling with bending of a column. Discuss methods used to design concentric and eccentric columns.

3. BEAMS: STRAIN, STRESS, DEFLECTIONS

STRESS STRAIN AND DEFORMATION OF SOLIDS, STATES OF STRESS

MECH 401 Mechanical Design Applications

EMA 3702 Mechanics & Materials Science (Mechanics of Materials) Chapter 10 Columns

Mechanistic Modeling of Upward Gas-Liquid Flow in Deviated Wells

Chapter Objectives. Copyright 2011 Pearson Education South Asia Pte Ltd

Chapter 12. Static Equilibrium and Elasticity

ME325 EXAM I (Sample)

PDDC 1 st Semester Civil Engineering Department Assignments of Mechanics of Solids [ ] Introduction, Fundamentals of Statics

Tuesday, February 11, Chapter 3. Load and Stress Analysis. Dr. Mohammad Suliman Abuhaiba, PE

FINAL EXAMINATION. (CE130-2 Mechanics of Materials)

CE 221: MECHANICS OF SOLIDS I CHAPTER 1: STRESS. Dr. Krisada Chaiyasarn Department of Civil Engineering, Faculty of Engineering Thammasat university

Stress Transformation Equations: u = +135 (Fig. a) s x = 80 MPa s y = 0 t xy = 45 MPa. we obtain, cos u + t xy sin 2u. s x = s x + s y.

Module 7 Design of Springs. Version 2 ME, IIT Kharagpur

Longitudinal buckling of slender pressurised tubes

THE EFFECT OF GEOMETRY ON FATIGUE LIFE FOR BELLOWS

Journal of Chemical and Pharmaceutical Research, 2014, 6(7): Research Article

Modeling Method Analysis of the Friction Torque for High Speed Spindle Bearing

Design and Application of a Rock Breaking Experimental Device With Rotary Percussion

Effect Of The In-Situ Stress Field On Casing Failure *

Experimental and analytical studies on the pullout strength of round thread casing connections

Research on Packer Material Stress Analysis

ENG2000 Chapter 7 Beams. ENG2000: R.I. Hornsey Beam: 1

Rock fragmentation mechanisms and an experimental study of drilling tools during high-frequency harmonic vibration

Downloaded from Downloaded from / 1

OUTCOME 1 - TUTORIAL 3 BENDING MOMENTS. You should judge your progress by completing the self assessment exercises. CONTENTS

Simulation of Geometrical Cross-Section for Practical Purposes

Chapter 5 Elastic Strain, Deflection, and Stability 1. Elastic Stress-Strain Relationship

[8] Bending and Shear Loading of Beams

MECHANICS OF MATERIALS

COURSE TITLE : APPLIED MECHANICS & STRENGTH OF MATERIALS COURSE CODE : 4017 COURSE CATEGORY : A PERIODS/WEEK : 6 PERIODS/ SEMESTER : 108 CREDITS : 5

Chapter 12 Static Equilibrium; Elasticity and Fracture

KINGS COLLEGE OF ENGINEERING DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK. Subject code/name: ME2254/STRENGTH OF MATERIALS Year/Sem:II / IV

93. Study on the vibration characteristics of structural of hydrocyclone based on fluid structure interaction

Members Subjected to Combined Loads

Open Access Cuttings Transport Behavior and Simulation Analysis Affected by Hole Cleaning Tool

MECE 3321 MECHANICS OF SOLIDS CHAPTER 1

ME Final Exam. PROBLEM NO. 4 Part A (2 points max.) M (x) y. z (neutral axis) beam cross-sec+on. 20 kip ft. 0.2 ft. 10 ft. 0.1 ft.

Torsion of shafts with circular symmetry

D : SOLID MECHANICS. Q. 1 Q. 9 carry one mark each.

1. What would be the value of F1 to balance the system if F2=20N? 20cm T =? 20kg

IDE 110 Mechanics of Materials Spring 2006 Final Examination FOR GRADING ONLY

CHAPTER 4: BENDING OF BEAMS

GATE SOLUTIONS E N G I N E E R I N G

Study on Lateral Nonlinear Dynamic Response of Deepwater Drilling Riser with Consideration of The Vessel Motions in Its Installation

Physical Science and Engineering. Course Information. Course Number: ME 100

Stresses Analysis of Petroleum Pipe Finite Element under Internal Pressure

HELICAL BUCKLING OF DRILL-STRINGS

Study on Build-up Rate of Push-the-bit Rotary Steerable Bottom Hole Assembly

Chapter 5: Torsion. 1. Torsional Deformation of a Circular Shaft 2. The Torsion Formula 3. Power Transmission 4. Angle of Twist CHAPTER OBJECTIVES

PES Institute of Technology

Torque and drag modelling for Redhill South-1 in the Northern Perth Basin, Australia

Available online at ScienceDirect. Procedia Engineering 84 (2014 )

Fluid Mechanics Introduction

Example of Calculating the Nominal Life

DYNAMIC ANALYSIS OF PILES IN SAND BASED ON SOIL-PILE INTERACTION

: APPLIED MECHANICS & STRENGTH OF MATERIALS COURSE CODE : 4021 COURSE CATEGORY : A PERIODS/ WEEK : 5 PERIODS/ SEMESTER : 75 CREDIT : 5 TIME SCHEDULE

Main controlling factors of hydrocarbon accumulation in Sujiatun oilfield of Lishu rift and its regularity in enrichment

cos(θ)sin(θ) Alternative Exercise Correct Correct θ = 0 skiladæmi 10 Part A Part B Part C Due: 11:59pm on Wednesday, November 11, 2015

1 of 12. Law of Sines: Stress = E = G. Deformation due to Temperature: Δ

Comb resonator design (2)

Solution: T, A1, A2, A3, L1, L2, L3, E1, E2, E3, P are known Five equations in five unknowns, F1, F2, F3, ua and va

CHAPTER 12 STATIC EQUILIBRIUM AND ELASTICITY. Conditions for static equilibrium Center of gravity (weight) Examples of static equilibrium

QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS

CFD Simulation in Helical Coiled Tubing

7.6 Stress in symmetrical elastic beam transmitting both shear force and bending moment

QUESTION BANK DEPARTMENT: CIVIL SEMESTER: III SUBJECT CODE: CE2201 SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A

Module 2 Stresses in machine elements. Version 2 ME, IIT Kharagpur

Energy Considerations

Transcription:

Advances in Petroleum Exploration and Development Vol. 9, No., 05, pp. 86-9 DOI:0.3968/6634 ISSN 95-54X [Print] ISSN 95-5438 [Online] www.cscanada.net www.cscanada.org Calculating Method for the Axial Force of Washover String During Extracting Casing in Directional Well Ai Chi [a] ; Yu Fahao [a],* ; Feng Fuping [a] ; Yan Maosen [a] ; Wei Ting [b] [a] Key Laboratory of Education Ministry for Enhanced Oil Recovery, Northeast Petroleum University, Daqing, China. [b] North China Petroleum Steel Pipe Co.Ltd of CNPC, Qing Xian, China. * Corresponding author. Supported by Northeast Petroleum University Innovation Projects for Graduate Students (YJSCX04-06NEPU). Received 8 February 05; accepted March 05 Published online 30 March 05 Abstract In the process of extracting casing in directional well, the existence of inner casing and external centralizer makes the calculation of washover-string axial force more complex, which increases the difficulties for choosing a reasonable bit weight in construction with no doubt. In this paper, through taking three factors of casing contacting with washover tubing, centralizer and washover tubing contacting with well wall into consideration, an effective method for calculating the axial force conducting is established. Moreover, the axial force in different conditions is obtained through numerical solution. The calculation results are: (a) The casing has a less effect on the axial force conducting, and the axial force loss is mainly at centralizers and new contact s. (b) The axial force conducting can be improved effectively through setting a reasonable centralizer spacing. There is no doubt that the establishment of the method has an important significance for choosing the bit weight, judging whether the washover head cuts casing and designing washover string. Key words: Axial force; Washover string; Extracting casing; al resistance Ai, C., Yu, F. H., Feng, F. P., Yan, M. S., & Wei, T. (05). Calculating method for the axial force of washover string during extracting casing in directional well. Advances in Petroleum Exploration and Development, 9(), 86-9. Available from: URL: http://www.cscanada.net/index.php/aped/article/view/6634 DOI: http://dx.doi.org/0.3968/6634 INTRODUCTION Comparing with the process of extracting casing in straight well, the washover string for directional well uses centralizers with ball bearings or shaft sleeves. The existence of centralizer increases the outer diameter of the whole washover string, and makes the contact area of string and well wall larger; on the other hand, string between two centralizers will get deflection and more easily, and there will be more contact s between string and well wall. These factors can increase the friction resistance of washover string during directional well extracting, and cause a significant impact on effective bit weight conducting [-3]. Through our analysis, during extracting casing in directional well, the factors which affect the axial force conducting are: (a) The friction resistance caused by the contact of free casing strings which is with deflection or and washover tubing after cement sheath is washed over. (b) The friction resistance generated by the contact of centralizers and well walls under the axial compressive stress. (c) The friction resistance which is induced by new contact of washover strings between two centralizers with deflection or and well wall under the axial compressive stress. By considering the factors which impact on axial force 86

Ai Chi; Yu Fahao; Feng Fuping; Yan Maosen; Wei Ting (05). Advances in Petroleum Exploration and Development, 9(), 86-9 conducting during extracting casing in directional well, this paper establishes an effective method for calculating the axial force conducting. It can calculate the axial force of washover string with different centralizer spacing through segmental numerical solution. There is no doubt that the research results provide theoretical guidance for choosing reasonable bit weight during extracting casing in directional well.. FACTORS ANALYSIS ON AXIAL FORCE CONDUCTING. The Resistance Between Casing and Washover Tubing In the process of extracting casing, the gravity of casing string, the supporting reaction and the friction resistance of washover tubing inside wall, and pressure from inside and outside casing string are in combination. In natural coordinate system of wellbore, t, n, b present tangential, principal normal and binormal respectively. For force analysis, we take dl as casing string element, as it s shown in Figure. M τ (l) M n (l) F n (l) F τ (l) F b (l) A M b (l) n M b (l+dl) F b (l+dl) Figure Mechanism Analysis of Casing Element q e N B t M τ (l+dl) F τ (l+dl) F n (l+dl) b M n (l+dl) In the 3D curved borehole, considering stress balance of casing string on three directions, we establish deformation differential equations [4], as follows: α 4 3 d α α α α d d d d N = Fe τr( ) Elr 4 3 + dn cos( ) 3 α θ, dl dl dl dl dl () 4 d α d Fe τ dα dα 3 dn + ( ) + sin( α θ ) = 0 4. () dl dl EI dl dl EIr Where, d β γ β β tanθ = qe sin d d d = qe sin d d = k F k dl 0 eτ + k0 dl ; 0 qe sin β dγ qe sin β dβ 0 eτ k0 dl k0 dl dn = d + d = + k F + Where, N is the contact pressure of casing string infinitesimal, N; F eτ is the axial force of infinitesimal, N; E is the modulus of elasticity, Pa; q e is buoyant weight of casing string in unit length, N/m; l is casing string length, m; r is difference of inner and outer washover tubing radius, m; α is the angle when axial line deviates from principal normal, ; β is deviation angle, ; γ is azimuth angle, ; k 0 is borehole curvature, /m. On the basis of Equations () and (), we can determine the casing situation inside the washover tubing during extracting, and calculate the friction resistance between washover tubing and casing string in different deformation states, thus estimating the effect of casing string on the axial force conducting for extracting casing.. The Resistance at Centralizers and New Contact Points.. Analysis of When Washover Tubing Between Two Centralizers Contacts Well Wall In the 3D curved hole, axial force of washover tubing between two centralizers and centralizer spacing can bring different levels of deflection and to washover tubing [5-7], and generate one or more contacts of washover tubing and top or bottom of well wall. The geometric relationship when washover tubing between two centralizers contact well wall, as it s shown in Figure. D c S A y L Figure Judgment for the New Contact Point On the basis of the geometric relationship in Figure, when washover tubing contacts top or bottom of well wall, the contact condition can be defined by: Dc L Dc L ymax < ρ ( ρ + ) ( ) max ( ) ( ) c y > ρ ρ + + D. (3) C B O ρ S. D 87

Calculating Method for the Axial Force of Washover String During Extracting Casing in Directional Well Where, P EI = k = k P EI N q m = L m = EI EI ( ) M k L + L m3 = θ EI = Where, P is the axial force of S, N; P is the axial force of S, N; N is the reaction force of well wall acting on S, N; q L is weight of washover tubing per unit length, q L = qsinα, N/m; M is the inner bending moment of S, N m ; I is the inertia moment of washover tubing, m 4 ; ρ is curvature radius at arbitrary of washover tubing, m; D c is wellbore diameter, m; L is the spacing between two centralizers, m; L is the length of washover tubing between two centralizers, m; x is the distance between an arbitrary and S and we can have the maximum at y which is the mid of washover tubing... Calculating Model of the Resistance at Centralizers and New Contacting Points By analyzing the stress of combination whose inclusions represents centralizer, washover tubing and centralizer respectively, as it s shown in Figure 3, and combining the static equilibrium equation of combination in x, y with the moment equilibrium equation of two centralizers [8], we can have the calculating model of the friction resistance from centralizers and contacting s. y F N P F 3 x S β A C β 3 F N 3 β Figure 3 Resistance at Centralizer and New Contact The friction resistance of S can be expressed as: N ( ) ( ) ( ) ( ) ab + + µ b cos β + a + b sin β + bsin β F = µ T + (4) c cos β a µ asin β cos β a cos β S B P The friction resistance of S can be defined by: Lsin β F = µ T Lcosβ µ L β D F ( sin + ). (5) The friction resistance of contact is denoted: ( a + b) sin β3 + b( a + sin β ) F3 = µ T3 µ ( a cos β3 + bcos β). (6) Where, µ sin β3 cos β3 Lsin β a = µ cos β3 sin β b = 3 Lcos β µ Lsin β + DF Lsin β c = Lcos β µ ( Lsin β + DF ) + ( ) Thus, as axial force of each contact is known, on the basis of Equation (3), we can judge whether washover tubing between two centralizers contacts well wall or not. And the friction resistance of centralizers and contacting s can be calculated by Equations (4), (5) and (6). As a result, the effect of centralizer on the axial force conducting during extracting casing is estimated.. THE NUMERICAL METHOD FOR CALCULATING THE AXIAL FORCE When we calculate the axial force of washover string during extracting casing in directional well, it refers to many high order differential equations, and will be different to derive the analytic solution. Therefore, the numerical method is necessary for the solution by dividing the whole casing string and washover tubing into m elements. During we calculate the friction resistance of casing string, by taking wellhead as boundary condition, the node partition is from top to bottom. For calculating the friction resistance of washover tubing, the boundary condition is downhole, and the node partition is from bottom to top. The process of numerical method for axial force calculating is shown in Figure 4. 3. CALCULATION EXAMPLE In this paper, we take a casing damage well in Daqing as example. It is a directional well, and the casing damage is at 300 m well depth. The well track is shown in Figure 5, and the required parameters are shown in Table. Using the numerical method, we calculate the axial force of washover string with different centralizer spacing without hook loading respectively, and the results are shown as Tables -4. 88

Ai Chi; Yu Fahao; Feng Fuping; Yan Maosen; Wei Ting (05). Advances in Petroleum Exploration and Development, 9 (), 86-9 Parameters of wellbore and washover tubing Next node Axial force of washover tubing without hook loading Actual axial force Setting spacing between two centralizers Judging of washover tubing Yes No Parameters of wellhead and resistance of Sinusoidal Helical centralizer during sinusoidal during helical at new contacting washover tubing Total friction resistance of washover string Figure 4 The Process of Calculating Axial Force Figure 5 Well Trajectory of the Casing Damage Well 89

Calculating Method for the Axial Force of Washover String During Extracting Casing in Directional Well Table The Parameters for Calculating Parameters Number Casing string inner/outer diameter (m) 0.7/0.397 Washover tubing inner/outer diameter (m) 0.66/0.445 Casing string / washover tubing linear mass (kg/m) 0.83/53.57 Casing string / washover tubing elastic modulus (Pa).06,0 Centralizer outer diameter /length (m) 0.65/.04 Well depth of first centralizer (m) 50 Workover fluid density (kg/m 3 ),690 Wellbore diameter (m) 0.33 Table The Axial Force at 0 m Centralizer Spacing Well depth (m) Axial force without hook loading resistance at casing string resistance at centralizer Maximum bending deflection between two centralizers (m) Judging new contacting at contacting Actual axial force 50 73.65 0.853 0.65 73.65 60 78.63.079.7 0.4698 No 0 77.76 70 83.6.305.95 0.475 No 0 8.5 80 88.60.53.67 0.473 No 0 84.06 90 93.59.757 3.4 0.475 No 0 86.5 00 98.57.983 4.8 0.4769 No 0 87.50 0 03.55.44 4.5 0.4785 No 0 88.04 0 08.54.506 4.84 0.58 No 0 88.5 30 3.5.767 5.5 0.538 No 0 88.3 40 8.5 3.08 5.44 0.5438 No 0 87.70 50 3.49 3.90 5.7 0.5684 No 0 86.98 60 8.47 3.656 5.69 0.5889 No 0 85.88 70 33.46 4.03 5.67 0.597 No 0 84.8 80 38.44 4.390 5.64 0.635 No 0 83.76 90 43.43 4.756 5.6 0.6486 No 0 8.73 300 48.4 5.3 5.60 0.7097 No 0 8.73 Table 3 The Axial Force at 0 m Centralizer Spacing Well depth (m) Axial force without hook loading Maximum bending deflection between at casing string at centralizer two centralizers (m) Judging new contacting at contacting Actual axial force 50 73.65 0.853 0.64 73.65 70 83.6.305.97.073 No 0 8.5 90 93.59.757 3.56.8987 No 0 90.06 0 03.55.44 4.90 3.069 No 0 95.99 30 3.5.767 5.85 3.584 No 0 00.53 50 3.49 3.90 6.8 3.889 No 0 04.3 70 33.46 4.03 7.09 3.958 No 0 06.55 90 43.43 5.3 7.35 4.099 No 0 08.70 90

Ai Chi; Yu Fahao; Feng Fuping; Yan Maosen; Wei Ting (05). Advances in Petroleum Exploration and Development, 9(), 86-9 Table 3 The Axial Force at 30 m Centralizer Spacing Axial force without Well hook loading resistance at depth (m) casing string resistance at centralizer Maximum bending deflection between two centralizers (m) Judging new contacting at contacting Actual axial force 50 73.65 0.853 0.64 73.65 80 88.60.53.75.9537 Yes 3.93 83.34 0 03.55.44 5.03 6.094 Yes 6.76 88.07 40 8.5 3.08 6.65 9.047 Yes 9.0 88.0 70 33.46 4.03 7.65.597 Yes 0.48 9.88 300 48.4 5.3 8.6.684 Yes.36 79.86 Through the analysis of data in Tables -4, we conclude that: (a) The key factors which have effects on axial force conducting of extracting casing are the friction resistance which are generated by casing string contacting with washover tubing inner wall, centralizer and new contacting. Casing string has a less effect, and that means main axial force loss is caused by centralizer and new contacting. (b) By reasonable design of spacing between two centralizers, the axial force during extracting can transfer effectively. To this casing damage well, its reasonable centralizer spacing is less than 5m, otherwise, washover tubing will contact well wall, and there will be a large friction resistance which has an effect of transferring on bit conducting. Conclusion (a) By considering deflection and of casing string, as well as centralizer and washover tubing contacting with well wall, this paper establishes a model for calculating the axial force, and presents a new numerical method for solving it. As a result, it provides an important theoretical basis for proper selection of bit weight during extracting casing. (b) For estimating whether casing string will be cut off after washover head contacts with casing, it s necessary to calculate the axial force during accurately. During extracting casing in different well sections, based on calculating results, selecting a reasonable bit weight can prevent casing string from being cut off, thus avoiding fish failing. (c) As the axial force is known, the bending deflection of washover tubing between two centralizers can be calculated accurately. According to calculating results, we can calculate the proper centralizer spacing as the theoretical basis of the reasonable design of pipe strings for extracting casing in directional well. REFERENCES [] Shen, X. P., & Shen, G. Y. (03). Finite element numerical calculation on axial force along drilling tube for complex wells with finite element method. Computer Aided Engineering, (), 3-36. [] Xu, Y., & Huang, T. (000). The effect of string on axial force in directional well. Foreign Oilfield Engeering, (6), 4-8. [3] Zheng, S. J., Huang, Z. Q., & Chen, B. (0). Calculating method for WOB conducting of directional well. Fault- Block Oil & Gas Field, 8(), 403-405. [4] Zhang, H. W. (00). Coiled tubing mechanics analysis (Doctoral dissertation). China University of Petroleum (East China), China. [5] Gao, G. H., Li, Q., & Li, S. F. (996). Buckling analysis for pipe string constrained in curved boreholes. Chinese Journal of Applied Mechanics, 3(), 5-0. [6] Zhang, G. Q., Lu, Y. M., & Chen, M. (000). Bulking load of drill pipe under torque and axial force in slant hole. Journal of China University of Petroleum (Edition of Natural Science), 4(5), 4-6. [7] Ji, G. H. (0). Well Status and Prospect of Column Buckling. Well Testing, 0(), 6-9. [8] Zhang, Y. A. (0). Research on key problems of mechanics for multi-packers fracturing strings pass ability in horizontal well (Doctoral dissertation). Northeast Petroleum University, China. 9