rent-now

Rent More, Save More! Use code: ECRENTAL

5% off 1 book, 7% off 2 books, 10% off 3+ books

9780080445663

Subsea Pipelines And Risers

by ;
  • ISBN13:

    9780080445663

  • ISBN10:

    0080445667

  • Format: Hardcover
  • Copyright: 2005-12-05
  • Publisher: Elsevier Science
  • Purchase Benefits
  • Free Shipping Icon Free Shipping On Orders Over $35!
    Your order must be $35 or more to qualify for free economy shipping. Bulk sales, PO's, Marketplace items, eBooks and apparel do not qualify for this offer.
  • eCampus.com Logo Get Rewarded for Ordering Your Textbooks! Enroll Now
  • Complimentary 7-Day eTextbook Access - Read more
    When you rent or buy this book, you will receive complimentary 7-day online access to the eTextbook version from your PC, Mac, tablet, or smartphone. Feature not included on Marketplace Items.
List Price: $340.00 Save up to $0.34
  • Buy New
    $339.66
    Add to Cart Free Shipping Icon Free Shipping

    PRINT ON DEMAND: 2-4 WEEKS. THIS ITEM CANNOT BE CANCELLED OR RETURNED.

    7-Day eTextbook Access 7-Day eTextbook Access

Summary

. Updated edition of a best-selling title . Author brings 25 years experience to the work . Addresses the key issues of economy and environment Marine pipelines for the transportation of oil and gas have become a safe and reliable way to exploit the valuable resources below the world's seas and oceans. The design of these pipelines is a relatively new technology and continues to evolve in its quest to reduce costs and minimise the effect on the environment. With over 25years experience, Professor Yong Bai has been able to assimilate the essence of the applied mechanics aspects of offshore pipeline system design in a form of value to students and designers alike. It represents an excellent source of up to date practices and knowledge to help equip those who wish to be part of the exciting future of this industry.

Table of Contents

Foreword v
Foreword to ``Pipelines and Risers'' Book vii
Preface ix
PART I: Mechanical Design
Introduction
3(22)
Introduction
3(1)
Design Stages and Process
3(6)
Design Stages
3(3)
Design Process
6(3)
Design Through Analysis (DTA)
9(2)
Pipeline Design Analysis
11(10)
General
11(1)
Pipeline Stress Checks
11(2)
Span Analysis
13(1)
On-bottom Stability Analysis
14(3)
Expansion Analysis
17(1)
Buckling Analysis
17(2)
Pipeline Installation
19(2)
Pipeline Simulator
21(3)
References
24(1)
Wall-thickness and Material Grade Selection
25(16)
Introduction
25(1)
General
25(1)
Pipeline Design Codes
25(1)
Material Grade Selection
26(2)
General Principle
26(1)
Fabrication, Installation and Operating Cost Considerations
27(1)
Material Grade Optimization
28(1)
Pressure Containment (hoop stress) Design
28(5)
General
28(1)
Hoop Stress Criterion of DNV (2000)
29(1)
Hoop Stress Criterion of ABS (2000)
30(1)
API RP1111 (1998)
31(2)
Equivalent Stress Criterion
33(1)
Hydrostatic Collapse
34(2)
Wall Thickness and Length Design for Buckle Arrestors
36(1)
Buckle Arrestor Spacing Design
37(2)
References
39(2)
Buckling/Collapse of Deepwater Metallic Pipes
41(26)
Introduction
41(1)
Pipe Capacity under Single Load
42(7)
General
42(1)
External Pressure
43(3)
Bending Moment Capacity
46(2)
Pure Bending
48(1)
Pure Internal Pressure
48(1)
Pure Tension
48(1)
Pure Compression
48(1)
Pipe Capacity under Couple Load
49(2)
Combined Pressure and Axial Force
49(1)
Combined External Pressure and Bending
50(1)
Pipes under Pressure Axial Force and Bending
51(7)
Case 1 -- Corroded Area in Compression
52(1)
The Location of the Fully Plastic Neutral Axis
53(1)
The Bending Moment
54(4)
Finite Element Model
58(7)
General
58(1)
Analytical Solution versus Finite Element Results
59(1)
Capacity of Pipes Subjected to Single Loads
59(2)
Capacity of Pipes Subjected to Combined Loads
61(4)
References
65(2)
Limit-state based Strength Design
67(16)
Introduction
67(1)
Out of Roundness Serviceability Limit
68(1)
Bursting
69(1)
Hoop Stress vs. Equivalent Stress Criteria
69(1)
Bursting Strength Criteria for Pipeline
69(1)
Local Buckling/Collapse
70(4)
Fracture
74(3)
PD6493 Assessment
74(1)
Plastic Collapse Assessment
75(2)
Fatigue
77(1)
General
77(1)
Fatigue Assessment Based on S-N Curves
77(1)
Fatigue Assessment Based on Δε-N Curves
78(1)
Ratcheting
78(1)
Dynamic Strength Criteria
79(1)
Accumulated Plastic Strain
79(1)
Strain Concentration at Field Joints Due to Coatings
80(1)
References
80(3)
PART II: Pipeline Design
Soil and Pipe Interaction
83(6)
Introduction
83(1)
Pipe Penetration in Soil
83(3)
Verley and Lund Method
83(1)
Classical Method
84(1)
Buoyancy Method
85(1)
Modeling Friction and Breakout Forces
86(2)
Anisotropic Friction
86(1)
Breakout Force
87(1)
References
88(1)
Hydrodynamics around Pipes
89(12)
Wave Simulators
89(1)
Choice of Wave Theory
89(1)
Mathematical Formulations Used in the Wave Simulators
89(6)
General
89(1)
2D Regular Long-crested Waves
90(1)
2D Random Long-crested Waves
91(4)
Steady Currents
95(1)
Hydrodynamic Forces
95(5)
Hydrodynamic Drag and Inertia Forces
95(4)
Hydrodynamic Lift Forces
99(1)
References
100(1)
Finite Element Analysis of In-situ Behavior
101(14)
Introduction
101(1)
Description of the Finite Element Model
102(3)
Static Analysis Problems
102(2)
Dynamic Analysis Problems
104(1)
Steps in an Analysis and Choice of Analysis Procedure
105(1)
The Static Analysis Procedure
105(1)
The Dynamic Analysis Procedure
106(1)
Element Types Used in the Model
106(2)
Non-linearity and Seabed Model
108(1)
Material Model
108(1)
Geometrical Non-linearity
109(1)
Boundary Conditions
109(1)
Seabed Model
109(1)
Validation of the Finite Element Model
109(2)
Dynamic Buckling Analysis
111(2)
Cyclic In-place Behaviour during Shutdown Operations
113(1)
References
114(1)
Expansion, Axial Creeping, Upheaval/Lateral Buckling
115(14)
Introduction
115(1)
Expansion
115(2)
General Principle
115(1)
Single Flowlines
116(1)
Axial Creeping of Flowlines Caused by Soil Ratcheting
117(3)
General
117(1)
Cyclic Soil/Pipe Interaction Model
117(1)
Expansion of a ``Long'' Flowline with Free ends
118(1)
In-situ Expansion Behavior of the Creeping Flowlines
119(1)
Upheaval Buckling
120(5)
General
120(1)
Analysis of Up-lifts
120(4)
Upheaval Movements
124(1)
Lateral Buckling
125(1)
General
125(1)
Lateral Buckling of Straight Line on Flat Seabed
125(1)
Interaction between Lateral and Upheaval Buckling
126(2)
References
128(1)
On-bottom Stability
129(8)
Introduction
129(1)
Force Balance: the Simplified Method
129(1)
Acceptance Criteria
130(1)
Allowable Lateral Displacement
130(1)
Limit-state Strength Criteria
130(1)
Special Purpose Program for Stability Analysis
130(3)
General
130(1)
Pondus
131(2)
Pipe
133(1)
Use of FE Analysis for Intervention Design
133(3)
Design Procedure
133(1)
Seabed Intervention
133(2)
Effect of Seabed Intervention
135(1)
References
136(1)
Vortex-induced Vibrations (VIV) and Fatigue
137(18)
Introduction
137(2)
Free-span VIV Analysis Procedure
139(5)
Structural Analysis
139(1)
Hydrodynamic Description
139(2)
Soil Stiffness Analysis
141(2)
Vibration Amplitude and Stress Range Analysis
143(1)
Fatigue Model
143(1)
Fatigue Design Criteria
144(1)
Accumulated Fatigue Damage
144(1)
S-N Curves
144(1)
Response Amplitude
144(4)
In-line VIV in Current Dominated Conditions
144(3)
Cross-flow VIV in Combined Wave and Current
147(1)
Modal Analysis
148(2)
General
148(1)
Single Span Modal Analysis
149(1)
Multiple Span Modal Analysis
149(1)
Example Cases
150(4)
General
150(2)
Fatigue Assessment
152(2)
References
154(1)
Force Model and Wave Fatigue
155(18)
Introduction
155(1)
Fatigue Analysis
155(6)
Fatigue of Free-spanning Pipelines
155(3)
Fatigue Damage Assessment Procedure
158(1)
Fatigue Damage Acceptance Criteria
159(1)
Fatigue Damage Calculated Using Time Domain Solution
159(1)
Fatigue Damage Calculated Using Frequency Domain Solution
160(1)
Force Model
161(9)
Modal Analysis
163(1)
Time Domain Solution
164(4)
Frequency Domain Solution
168(2)
Comparisons of Frequency Domain and Time Domain Approaches
170(1)
Conclusions and Recommendations
171(1)
References
172(1)
Trawl Impact, Pullover and Hooking Loads
173(22)
Introduction
173(1)
Trawl Gears
173(1)
Basic Types of Trawl Gear
173(1)
Largest Trawl Gear in Present Use
174(1)
Acceptance Criteria
174(1)
Acceptance Criteria for Impact Response Analyses
174(1)
Acceptance Criteria for Pullover Response Analyses
175(1)
Impact Response Analysis
175(9)
General
175(1)
Methodology for Impact Response Analysis
175(3)
Steel Pipe and Coating Stiffness
178(3)
Trawl Board Stiffness, Mass and Hydrodynamic Added Mass
181(2)
Impact Response
183(1)
Pullover Loads
184(2)
Finite Element Model for Pullover Response Analyses
186(2)
General
186(1)
Finite Element Models
186(1)
Analysis Methodology
187(1)
Case Study
188(6)
General
188(1)
Trawl Pull-over for Pipelines on an Uneven Seabed
188(6)
References
194(1)
Pipe-in-pipe and Bundle Systems
195(24)
Introduction
195(1)
Pipe-in-pipe System
195(10)
General
195(1)
Why Pipe-in-pipe Systems
196(1)
Configuration
197(1)
Structural Design and Analysis
198(2)
Wall-thickness Design and Material Selection
200(1)
Failure Modes
201(1)
Design Criteria
201(2)
Insulation Considerations
203(1)
Fabrication and Field Joints
203(1)
Installation
204(1)
Bundle System
205(13)
General
205(1)
Bundle Configurations
206(1)
Design Requirements for Bundle System
206(1)
Bundle Safety Class Definition
207(1)
Functional Requirement
207(1)
Insulation and Heat-up System
208(1)
Umbilicals in Bundle
209(1)
Design Loads
209(7)
Installation by CDTM
216(2)
References
218(1)
Seismic Design
219(10)
Introduction
219(1)
Pipeline Seismic Design Guidelines
220(8)
Seismic Design Methodology
220(3)
Seismic Level of Design
223(1)
Analysis Examples
223(5)
Conclusions
228(1)
References
228(1)
Corrosion Prevention
229(12)
Introduction
229(1)
Fundamentals of Cathodic Protection
229(2)
Pipeline Coatings
231(1)
Internal Coatings
231(1)
External Coatings
231(1)
CP Design Parameters
232(4)
Design Life
232(1)
Current Density
232(2)
Coating Breakdown Factor
234(1)
Anode Material Performance
235(1)
Resistivity
235(1)
Anode Utilization Factor
235(1)
Galvanic Anodes System Design
236(4)
Selection of Anodes Type
236(1)
CP Design Practice
237(1)
Anode Spacing Determination
238(1)
Commonly Used Galvanic Anodes
238(1)
Pipeline CP System Retrofit
239(1)
Internal Corrosion Inhibitors
239(1)
References
240(1)
Asgard Flowlines Design Examples
241(22)
Introduction
241(1)
Wall-thickness and Linepipe Material Selection
242(1)
General
242(1)
Linepipe Material Selection
242(1)
Wall-thickness Design
242(1)
Limit State Strength Criteria
243(4)
General
243(1)
Bursting Under Combined Loading
243(1)
Local Buckling/Collapse
243(1)
Fracture
244(1)
Low-cycle Fatigue
244(1)
Ratcheting
245(2)
Installation and On-bottom Stability
247(2)
Installation Design
247(1)
On-bottom Stability
248(1)
Design for Global Buckling, Fishing Gear Loads and VIV
249(9)
General
249(1)
Global Buckling
250(2)
Trawlboard
252(3)
Vortex Induced Vibrations (VIV)
255(3)
Asgard Transport Project
258(1)
References
258(5)
PART III: Flow Assurance
Subsea System Engineering
263(14)
Introduction
263(2)
Flow Assurance Challenges
263(1)
Flow Assurance Concerns
264(1)
Typical Flow Assurance Process
265(7)
General
265(1)
Fluid Characterization and Property Assessments
265(3)
Steady State Hydraulic and Thermal Performance Analyses
268(1)
Transient Hydraulic and Thermal Performances Analyses
268(4)
System Design and Operability
272(4)
Well Start-up & Shut-in
273(2)
Flowline Blowdown
275(1)
References
276(1)
Hydraulics
277(40)
Introduction
277(1)
Composition and Properties of Hydrocarbons
277(5)
Hydrocarbons Composition
277(2)
Equation of State
279(1)
Hydrocarbons Properties
280(2)
Emulsion
282(3)
General
282(1)
Effect of Emulsion on Viscosity
283(2)
Prevention of Emulsion
285(1)
Phase Behavior
285(4)
Black Oils
286(1)
Volatile Oils
286(1)
Condensate
286(1)
Wet Gases
287(1)
Dry Gases
287(1)
Computer Models
288(1)
Hydrocarbon Flow
289(13)
General
289(1)
Single-phase Flow
290(5)
Multi-phase Flow
295(3)
Comparison of Two-phase Flow Correlations
298(4)
Slugging and Liquid Handling
302(6)
General
302(2)
Hydrodynamic Slugging
304(1)
Terrain Slugging
305(1)
Start-up Slugging
306(1)
Pigging
306(1)
Slugging Prediction
307(1)
Slug Detection and Control Systems
308(1)
Slug Catcher Sizing
308(1)
Pressure Surge
308(2)
Fundamentals of Pressure Surge
308(1)
When Is Pressure Surge Analysis Required?
309(1)
Line Sizing
310(5)
Hydraulic Calculation
310(1)
Criteria
311(1)
Maximum Operating Velocities
312(1)
Minimum Operation Velocities
313(1)
Wells
313(1)
Gas Lift
314(1)
References
315(2)
Heat Transfer and Thermal Insulation
317(40)
Introduction
317(1)
Heat Transfer Fundamentals
318(8)
Heat Conduction
318(2)
Convection
320(3)
Buried Pipeline Heat Transfer
323(2)
Soil Thermal Conductivity
325(1)
U-value
326(5)
Overall Heat Transfer Coefficient
326(3)
Achievable U-values
329(1)
U-value for Buried Pipe
330(1)
Steady State Heat Transfer
331(2)
Temperature Prediction along Pipeline
331(1)
Steady State Insulation Performance
332(1)
Transient Heat Transfer
333(5)
Cool Down
334(3)
Transient Insulation Performance
337(1)
Thermal Management Strategy and Insulation
338(11)
External Insulation Coating System
340(4)
Pipe-in-pipe System
344(2)
Bundling
346(1)
Burial
346(1)
Direct Heating
347(2)
Hot Fluid Heating (Indirect Heating)
349(1)
References
349(2)
Appendix: U-value and Cooldown Time Calculation Sheet
351(6)
Hydrates
357(26)
Introduction
357(2)
Physics and Phase Behavior
359(8)
General
359(1)
Hydrate Formation and Dissociation
360(3)
Effects of Salt, MeOH, Gas Composition
363(2)
Mechanism of Hydrate Inhibition
365(2)
Hydrate Prevention
367(4)
Thermodynamic Inhibitors
368(1)
Low-dosage Hydrate Inhibitors
369(1)
Low Pressure
369(1)
Water Removal
370(1)
Thermal Insulation
370(1)
Active Heating
370(1)
Hydrate Remediation
371(3)
Depressurization
372(1)
Thermodynamic Inhibitors
373(1)
Active Heating
373(1)
Mechanical Methods
374(1)
Safety Considerations
374(1)
Hydrate Control Design Philosophies
374(6)
Selection of Hydrate Control
374(4)
Cold Flow Technology
378(1)
Hydrates Control Design Process
379(1)
Hydrates Control Design and Operation Guideline
379(1)
Recover of Thermodynamic Hydrate Inhibitors
380(2)
References
382(1)
Wax and Asphaltenes
383(18)
Introduction
383(1)
Wax
383(6)
General
383(1)
Wax Formation
384(3)
Viscosity of Waxy Oil
387(1)
Gel Strength
387(1)
Wax Deposition
387(1)
Wax Deposition Prediction
388(1)
Wax Management
389(1)
General
389(1)
Thermal Insulation
389(1)
Pigging
390(1)
Inhibitor Injection
390(1)
Wax Remediation
390(2)
Wax Remediation Methods
391(1)
Assessment of Wax problem
392(1)
Wax Control Design Philosophies
392(1)
Asphaltenes
392(4)
General
392(1)
Assessment of Asphaltene Problem
393(2)
Asphaltene Formation
395(1)
Asphaltene Deposition
396(1)
Asphaltenes Control Design Philosophies
396(2)
References
398(3)
PART IV: Riser Engineering
Design of Deepwater Risers
401(12)
Description of a Riser System
401(6)
General
401(1)
System Descriptions
401(1)
Flexible Riser Global Configuration
402(2)
Component Descriptions
404(2)
Catenary and Top Tensioned Risers
406(1)
Riser Analysis Tools
407(1)
Steel Catenary Riser for Deepwater Environments
408(2)
Design Codes
408(1)
Analysis Parameters
409(1)
Soil-Riser Interaction
409(1)
Pipe Buckling Collapse under Extreme Conditions
410(1)
Vortex Induced Vibration Analysis
410(1)
Stresses and Service Life of Flexible Pipes
410(1)
Drilling and Workover Risers
411(1)
References
411(2)
Design Codes for Risers and Subsea Systems
413(10)
Introduction
413(1)
Design Criteria for Deepwater Metallic Risers
414(1)
Design Philosophy and Considerations
414(1)
Currently Used Design Criteria
415(1)
Ultimate Limit State Design Checks
415(1)
Limit State Design Criteria
415(1)
Failure Modes and Limit States
415(1)
Acceptance Criteria
416(1)
Loads, Load Effects and Load Cases
416(2)
Loads and Load Effects
416(1)
Definition of Load Cases
417(1)
Load Factors
417(1)
Improving Design Codes and Guidelines
418(3)
General
418(1)
Flexible Pipes
418(3)
Metallic Risers
421(1)
Regulations and Standards for Subsea Production Systems
421(1)
References
422(1)
VIV and Wave Fatigue of Risers
423(14)
Introduction
423(1)
Fatigue Causes
423(3)
Wave Fatigue
423(2)
VIV Induced Fatigue
425(1)
Riser VIV Analysis and Suppression
426(5)
VIV Predictions
426(1)
Theoretical Background
427(1)
Riser VIV Analysis Software
428(1)
Vortex-induced Vibration Suppression Devices
429(1)
VIV Analysis Example
430(1)
Riser Fatigue due to Vortex-induced Hull Motions (VIM)
431(4)
General
431(1)
VIM Amplitudes
432(1)
Riser Fatigue due to VIM
433(1)
VIM Stress Histograms
434(1)
Sensitivity Analysis
435(1)
Challenges and Solutions for Fatigue Analysis
435(1)
Conclusions
435(1)
References
436(1)
Steel Catenary Risers
437(16)
Introduction
437(1)
SCR Technology Development History
438(1)
Material Selection, Wall-thickness Sizing, Source Services and Clap Pipe
439(1)
Wall Thickness Sizing
439(1)
Sour Services and Clad Pipe
440(1)
SCR Design Analysis
440(1)
Initial Design
440(1)
Strength and Fatigue Analysis
441(1)
Welding Technology, S-N Curves and SCF for Welded Connections
441(1)
Welding Technology
441(1)
S-N Curves and SCF for Welded Connections
442(1)
UT Inspections and ECA Criteria
442(2)
Flexjoints, Stressjoints and Pulltubes
444(1)
Flexjoints
444(1)
Stressjoints
445(1)
Pulltubes
445(1)
Strength Design Challenges and Solutions
445(1)
Strength Design Issues
445(1)
SCR Hang-off Tensions
445(1)
SCR Touchdown Zone Effective Compression
446(1)
SCR Touchdown Zone Stress
446(1)
Strength Design Solutions
446(1)
Fatigue Design Challenges and Solutions
446(3)
Fatigue Issues
446(1)
VIV Design Challenges
446(1)
Fatigue Due to Hull Heave Motions and VIM
447(1)
Effect of Wall-thickness Tolerance on Submerged Weight and Fatigue
447(1)
Effect of Vessel Selection, Hang-off Angle, Riser Orientation
447(1)
Combined Frequency and Time Domain Analysis
448(1)
Touchdown Soil Effect
448(1)
Fatigue Design Solutions
448(1)
Installation and Sensitivity Considerations
449(1)
Installation Considerations
449(1)
Sensitivity Analysis Considerations
449(1)
Integrity Monitoring and Management Systems
450(1)
Monitoring Systems
450(1)
Integrity Management Using Monitored Data
450(1)
References
450(3)
Top Tensioned Risers
453(24)
Introduction
453(1)
Top Tension Risers Systems
454(4)
Configuration
454(3)
General Design Considerations
457(1)
Drilling Risers
458(1)
TTR Riser Components
458(9)
General
458(1)
Dry Tree Riser Tensioner System
458(1)
Tie-back Connector
459(1)
Keel Joint
459(2)
Tapered Stress Joint
461(1)
Riser Joint Connectors
461(2)
Tension Joint & Ring
463(1)
Riser Joint in Splash Zone
464(1)
Flexible Jumper between Surface Tree and Deck-based Manifold
464(1)
Tubing/Casing Hanger
464(1)
Air Cans
465(1)
Distributed Buoyancy Foam
466(1)
Modelling and Analysis of Top Tensioned Risers
467(8)
General
467(1)
Stack-up Model and Tension Requirement
468(1)
Composite Riser Section
469(1)
Vessel Boundary Conditions
470(1)
Soil Conditions
470(1)
Modelling of Riser Components
471(3)
Installation Analysis
474(1)
Integrated Marine Monitoring System
475(1)
General
475(1)
IMMS System
475(1)
Use of the Monitored Data
476(1)
References
476(1)
Steel Tube Umbilical & Control Systems
477(20)
Introduction
477(3)
General
477(1)
Feasibility Study
478(1)
Detailed Design and Installation
479(1)
Qualification Tests
480(1)
Control Systems
480(5)
General
480(1)
Control Systems
480(1)
Elements of Control System
481(1)
Umbilical Technological Challenges and Solutions
482(3)
Cross-sectional Design of the Umbilical
485(1)
Steel Tube Design Capacity Verification
486(1)
Pressure Containment
486(1)
Allowable Bending Radius
486(1)
Extreme Wave Analysis
487(1)
Manufacturing Fatigue Analysis
488(1)
Accumulated Plastic Strain
488(1)
Low Cycle Fatigue
489(1)
In-place Fatigue Analysis
489(5)
Selection of Seastate Data from Wave Scatter Diagram
490(1)
Analysis of Finite Element Static Model
490(1)
Umbilical Fatigue Analysis Calculations
490(1)
Simplified or Enhanced Approach
491(1)
Generation of Combined Stress History
492(1)
Rainflow Cycle Counting Procedure or Spectral Fatigue Analysis
493(1)
Incorporation of Mean Stress Effects in Histogram
493(1)
Installation Analysis
494(1)
Required On-seabed Length for Stability
495(1)
References
495(2)
Flexible Risers and Flowlines
497(12)
Introduction
497(1)
Flexible Pipe Cross Section
497(4)
Carcass
499(1)
Internal Polymer Sheath
500(1)
Pressure Armor
500(1)
Tensile Armor
500(1)
External Polymer Sheath
501(1)
Other Layers and Configurations
501(1)
End Fitting and Annuals Venting Design
501(2)
End Fitting Design and Top Stiffener (or Bellmouth)
501(1)
Annulus Venting System
502(1)
Flexible Riser Design
503(4)
Design Analysis
503(1)
Riser System Interface Design
504(2)
Current Design Limitations
506(1)
References
507(2)
Hybrid Risers
509(16)
Introduction
509(2)
General Description of Hybrid Risers
511(3)
Riser Foundation
511(1)
Riser Base Spools
512(1)
Top and Bottom Transition Forging
513(1)
Riser Cross-section
513(1)
Buoyancy Tank
513(1)
Flexible Jumpers
514(1)
Sizing of Hybrid Risers
514(1)
Riser Cross-section
514(1)
Buoyancy Tanks
515(1)
Riser Foundation
516(1)
Flexible Jumpers
517(1)
Preliminary Analysis
518(1)
Strength Analysis
519(1)
Fatigue Analysis
520(1)
Structural and Environmental Monitoring System
520(3)
Riser Fatigue Monitoring Approach
521(1)
Structural Monitoring System
521(1)
Environmental Monitoring System
522(1)
Vessel Mooring and Position
523(1)
References
523(2)
Drilling Risers
525(24)
Introduction
525(1)
Floating Drilling Equipments
526(6)
Completion and Workover (C/WO) Risers
526(4)
Diverter and Motion Compensating Equipment
530(1)
Choke and Kill Lines and Drill String
531(1)
Key Components of Subsea Production Systems
532(1)
Subsea Wellhead Systems
532(1)
BOP
532(1)
Tree and Tubing Hanger System
533(1)
Riser Design Criteria
533(1)
Operability Limits
533(1)
Component Capacities
534(1)
Drilling Riser Analysis Model
534(2)
Drilling Riser Stack-up Model
534(1)
Vessel Motion Data
535(1)
Environmental Conditions
535(1)
Cyclic P-y Curves for Soil
536(1)
Drilling Riser Analysis Methodology
536(11)
Running and Retrieve Analysis
536(3)
Operability Analysis
539(1)
Weak Point Analysis
540(1)
Drift-off Analysis
541(1)
VIV Analysis
542(1)
Wave Fatigue Analysis
543(1)
Hang-off Analysis
543(1)
Dual Operation Interference Analysis
544(1)
Contact Wear Analysis
545(1)
Recoil Analysis
546(1)
References
547(2)
Integrity Management of Flexibles and Umbilicals
549(16)
Introduction
549(1)
Failure Statistics
550(2)
Risk Management Methodology
552(1)
Failure Drivers
552(3)
Temperature
552(1)
Pressure
553(1)
Product Fluid Composition
554(1)
Service Loads
554(1)
Ancillary Components
555(1)
Failure Modes
555(1)
Fatigue
555(1)
Corrosion
555(1)
Erosion
556(1)
Pipe Blockage or Flow Restriction
556(1)
Accidental Damage
556(1)
Integrity Management Strategy
556(2)
Flexible Pipe Integrity Management System
556(2)
Installation Procedures
558(1)
Gas Diffusion Calculations
558(1)
Dropped Object Reporting /Deck Lifting & Handling Procedures
558(1)
Vessel Exclusion Zone
558(1)
Fatigue Life Re-analysis of Pipes
558(1)
High Integrity Pressure Protection System (HIPPS)
558(1)
Inspection Measures
558(1)
General Visual Inspection (GVI)/Close Visual Inspection (CVI)
558(1)
Cathodic Protection Survey
559(1)
Monitoring
559(1)
Inspection and Monitoring Systems
559(1)
Bore Fluid Parameter Monitoring
559(1)
Testing and Analysis Measures
560(1)
Coupon Sampling and Analysis
560(1)
Vacuum Testing of Riser Annulus
560(1)
Radiography
560(1)
Steel Tube Umbilical Risk Analysis and Integrity Management
561(1)
Risk Assessment
561(1)
Integrity Management Strategy
561(1)
References
562(3)
PART V: Welding and Installation
Use of High Strength Steel
565(20)
Introduction
565(1)
Review of Usage of High Strength Steel Linepipes
565(7)
Usage of X70 Linepipe
565(3)
Usage of X80 Linepipe Onshore
568(4)
Grades Above X80
572(1)
Potential Benefits and Disadvantages of High Strength Steel
572(4)
Potential Benefits of High Strength Steels
572(3)
Potential Disadvantages of High Strength Steels
575(1)
Welding of High Strength Linepipe
576(3)
Applicability of Standard Welding Techniques
576(2)
Field Welding Project Experience
578(1)
Cathodic Protection
579(1)
Fatigue and Fracture of High Strength Steel
580(1)
Material Property Requirements
581(2)
Material Property Requirement in Circumferential Direction
581(1)
Material Property Requirement in Longitudinal Direction
581(1)
Comparisons of Material Property Requirements
582(1)
References
583(2)
Welding and Defect Acceptance
585(12)
Introduction
585(1)
Weld Repair Analysis
585(4)
Allowable Excavation Lengths for Plastic Collapse
586(1)
Allowable Excavation Lengths Using Different Assessments
587(2)
Allowable Excavation Length Assessment
589(4)
Description of Pipeline Being Installed
589(1)
Analysis Method
589(2)
Analysis Results
591(2)
Conclusions
593(2)
References
595(2)
Installation Design
597(40)
Introduction
597(1)
Pipeline Installation Vessels
597(8)
Pipelay Semi-submersibles
598(4)
Pipelay Ships and Barges
602(1)
Pipelay Reel Ships
603(1)
Tow or Pull Vessels
604(1)
Software OFFPIPE and Code Requirements
605(1)
OFFPIPE
605(1)
Code Requirements
606(1)
Physical Background for Installation
606(18)
S-lay Method
606(2)
Static Configuration
608(1)
Curvature in Sagbend
608(2)
Hydrostatic Pressure
610(2)
Curvature in Overbend
612(1)
Strain Concentration and Residual Strain
612(1)
Rigid Section in the Pipeline
613(1)
Dry Weight/Submerged Weight
614(2)
Theoretical Aspects of Pipe Rotation
616(5)
Installation Behaviour of Pipe with Residual Curvature
621(3)
Finite Element Analysis Procedure for Installation of In-line Valves
624(4)
Finding Static Configuration
624(2)
Pipeline Sliding on Stinger
626(2)
Installation of In-line Valve
628(1)
Two Medium Pipeline Design Concept
628(6)
Introduction
628(1)
Wall-thickness Design for Three Medium and Two Medium Pipelines
629(1)
Implication to Installation, Testing and Operation
630(1)
Installing Free Flooding Pipelines
631(1)
S-lay vs. J-lay
632(2)
Economic Implication
634(1)
References
634(3)
Route Optimization, Tie-in and Protection
637(18)
Introduction
637(1)
Pipeline Routing
637(2)
General Principle
637(1)
Fabrication, Installation and Operational Cost Considerations
638(1)
Route Optimization
638(1)
Pipeline Tie-ins
639(8)
Spoolpieces
639(1)
Lateral Pull
639(2)
J-tube Pull-in
641(1)
Connect and Lay Away
642(1)
Stalk-on
642(5)
Flowline Trenching/Burying
647(6)
Jet Sled
647(2)
Ploughing
649(1)
Mechanical Cutters
649(4)
Flowline Rockdumping
653(1)
Side Dumping
653(1)
Fall Pipe
653(1)
Bottom Dropping
653(1)
Equipment Dayrates
654(1)
References
654(1)
Pipeline Inspection, Maintenance and Repair
655(30)
Operations
655(6)
Operating Philosophy
655(1)
Pipeline Security
655(2)
Operational Pigging
657(3)
Pipeline Shutdown
660(1)
Pipeline Depressurization
660(1)
Inspection by Intelligent Pigging
661(9)
General
661(1)
Metal Loss Inspection Techniques
661(7)
Intelligent Pigs for Purposes other than Metal Loss Detection
668(2)
Maintenance
670(2)
General
670(1)
Pipeline Valves
671(1)
Pig Traps
671(1)
Pipeline Location Markers
671(1)
Pipeline Repair Methods
672(8)
Conventional Repair Methods
672(1)
General Maintenance Repair
673(7)
Deepwater Pipeline Repair
680(2)
General
680(1)
Diverless Repair Research and Development
680(1)
Deepwater Pipeline Repair Philosophy
681(1)
References
682(3)
PART VI: Integrity Management
Reliability-based Strength Design of Pipelines
685(12)
Introduction
685(1)
General
685(1)
Calculation of Failure Probability
685(1)
Uncertainty Measures
685(1)
Selection of Distribution Functions
686(1)
Determination of Statistical Values
686(1)
Calibration of Safety Factors
686(1)
General
686(1)
Target Reliability Levels
686(1)
Reliability-based Determination of Corrosion Allowance
687(8)
General
687(1)
Reliability Model
688(1)
Design Examples
689(5)
Discussions
694(1)
Recommendations
695(1)
References
695(2)
Corroded Pipelines
697(36)
Introduction
697(1)
Corrosion Defect Predictions
697(9)
Corrosion Defect Inspection
697(1)
Corrosion Defect Growth
698(1)
CO2 Corrosion Defects
698(8)
Remaining Strength of Corroded Pipe
706(8)
NG-18 Criterion
707(1)
B31G Criterion
707(2)
Evaluation of Existing Criteria
709(1)
Corrosion Mechanism
709(3)
Material Parameters
712(1)
Problems Excluded in the B31G Criteria
713(1)
New Remaining Strength Criteria for Corroded Pipe
714(3)
Development of New Criteria
714(3)
Evaluation of New Criteria
717(1)
Reliability-based Design
717(6)
Target Failure Probability
717(1)
Design Equation and Limit State Function
718(2)
Uncertainty
720(1)
Safety Level in the B31G Criteria
721(1)
Reliability-based Calibration
722(1)
Re-qualification Example Applications
723(8)
Design Basis
723(3)
Condition Assessment
726(5)
Rehabilitation
731(1)
References
731(2)
Residual Strength of Dented Pipes with Cracks
733(18)
Introduction
733(1)
Limit-state based Criteria for Dented Pipe
733(4)
General
733(1)
Serviceability Limit-state (Out of Roundness)
734(1)
Bursting Criterion for Dented Pipes
734(1)
Fracture Criterion for Dented Pipes with Cracks
735(1)
Fatigue Criterion for Dented Pipes
735(1)
Moment Criterion for Buckling and Collapse of Dented Pipes
736(1)
Fracture of Pipes with Longitudinal Cracks
737(5)
Failure Pressure of Pipes with Longitudinal Cracks
737(1)
Burst Pressure of Pipes Containing Combined Dent and Longitudinal Notch
738(4)
Burst Strength Criteria
742(1)
Fracture of Pipes with Circumferential Cracks
742(1)
Fracture Condition and Critical Stress
742(1)
Material Toughness, Kmat
743(1)
Net Section Stress, σn
743(1)
Maximum Allowable Axial Stress
743(1)
Reliability-based Assessment
743(2)
Design Formats vs. LSF
743(1)
Uncertainty Measure
744(1)
Design Examples
745(4)
Case Description
745(1)
Parameter Measurements
745(1)
Reliability Assessments
745(3)
Sensitivity Study
748(1)
References
749(2)
Integrity Management of Subsea Systems
751(36)
Introduction
751(2)
General
751(1)
Risk Analysis Objectives
751(1)
Risk Analysis Concepts
751(1)
Risk Based Inspection and Integrity Management (RBIM)
752(1)
Acceptance Criteria
753(3)
General
753(1)
Risk of Individuals
753(1)
Societal Risk
754(1)
Environmental Risk
754(1)
Financial Risks
755(1)
Identification of Initiating Events
756(1)
Cause Analysis
756(1)
General
756(1)
Fault Tree Analysis
756(1)
Event Tree Analysis
757(1)
Probability of Initiating Events
757(2)
General
757(1)
HOE Frequency
757(2)
Causes of Risks
759(2)
General
759(1)
1st Party Individual Risk
760(1)
Societal, Environmental and Material Loss Risk
760(1)
Failure Probability Estimation Based on Qualitative Review and Databases
761(3)
Failure Probability Estimation Based on Structural Reliability Methods
764(2)
General
764(1)
Simplified Calculations of Reliability Index and Failure Probability
764(1)
Strength/Resistance Models
765(1)
Evaluation of Strength Uncertainties
765(1)
Consequence Analysis
766(5)
Consequence Modeling
766(3)
Estimation of Failure Consequence
769(2)
Example 1: Risk Analysis for a Subsea Gas Pipeline
771(6)
General
771(1)
Gas Releases
771(2)
Individual Risk
773(1)
Societal Risk
774(1)
Environmental Risk
775(1)
Risk of Material Loss
775(1)
Risk Estimation
776(1)
Example 2: Dropped Object Risk Analysis
777(4)
General
777(1)
Acceptable Risk Levels
777(1)
Quantitative Cause Analysis
777(2)
Results
779(2)
Consequence Analysis
781(1)
Example 3: Example Use of RBIM to Reduce Operation Costs
781(4)
General
781(1)
Inspection Frequency for Corroded Pipelines
781(3)
Examples of Prioritising Tasks
784(1)
References
785(2)
LCC Modeling as a Decision Making Tool in Pipeline Design
787(22)
Introduction
787(2)
General
787(1)
Probabilistic vs. Deterministic LCC Models
787(1)
Economic Value Analysis
788(1)
Initial Cost
789(3)
General
789(1)
Management
790(1)
Design/Engineering Services
791(1)
Materials and Fabrication
792(1)
Marine Operations
792(1)
Operation
792(1)
Financial Risk
792(3)
General
792(1)
Probability of Failure
792(1)
Consequence
793(2)
Time Value of Money
795(1)
Fabrication Tolerance Example Using the Life-cycle Cost Model
795(10)
General
795(1)
Background
796(1)
Step 1- Definition of Structure
796(1)
Step 2- Quality Aspect Considered
796(1)
Step 3- Failure Modes Considered
796(1)
Step 4- Limit State Equations
796(3)
Step 5- Definition of Parameters and Variables
799(3)
Step 6- Reliability Analysis
802(1)
Step 7- Cost of Consequence
803(1)
Step 8- Calculation of Expected Costs
803(1)
Step 9- Initial Cost
804(1)
Step 10- Comparison of Life-cycle Costs
804(1)
On-Bottom Stability Example
805(2)
Introduction
805(1)
Step 1- Definition of System
805(1)
Step 2- Quality Aspects Considered
805(1)
Step 3- Failure Modes
805(1)
Step 4- Limit State Equations
806(1)
Step 5- Definition of Variables and Parameters
806(1)
Step 6- Reliability Analysis
806(1)
Step 7- Cost of Consequence
806(1)
Step 8- Expected Cost
806(1)
Step 9- Initial Cost
807(1)
Step 10- Comparison of Life-cycle Cost
807(1)
References
807(2)
Subject Index 809

Supplemental Materials

What is included with this book?

The New copy of this book will include any supplemental materials advertised. Please check the title of the book to determine if it should include any access cards, study guides, lab manuals, CDs, etc.

The Used, Rental and eBook copies of this book are not guaranteed to include any supplemental materials. Typically, only the book itself is included. This is true even if the title states it includes any access cards, study guides, lab manuals, CDs, etc.

Rewards Program