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HANDBOOK
OF
OFFSHORE ENGINEERING
SUBRATA
K.
CHAKRABARTI
Offshore
Structure
Analysis,
Inc.
Plainfield, Illinois,
USA
Volume
I
2005
ELSEVIER
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PREFACE
Due to the rapid growth of the offshore field, particularly in the exploration and develop-
ment ofoffshore oil and gas fields in deep waters of the oceans, the science and engineering
in this area is seeing a phenomenal advancement. This advanced knowledge is not readily
available for use by the practitioners in the field in a single reference.
Tremendous strides have been made in the last decades in the advancement ofoffshore
exploration and production of minerals. This has given rise to developments of new
concepts and structures and material for application in the deep oceans. This has generated
an obvious need of a reference book providing the state-of-the art in offshore engineering.
This handbook
is
an attempt to fill this gap. It covers the important aspects ofoffshore
structure design, installation and operation. The book covers the basic background
material and its application in offshore engineering. Particular emphasis is placed in the
application of the theory to practical problems. It includes the practical aspects of the
offshore structures with handy design guides. simple description of the various components
of the offshoreengineering and their functions.
One of the unique strengths of the book is the impressive and encompassing presentation
of current functional and operational offshore development for
all
those involved with
offshore structures. It is tailored as a reference book for the practicing engineers, and
should serve as a handy reference book for the design engineers and consultant involved
with offshoreengineering and the design ofoffshore structures. This book emphasizes
the practical aspects rather than the theoretical treatments needed in the research in
the field ofoffshore engineering. In particular, it describes the dos and don’ts of all
aspects ofoffshore structures. Much hands-on experience has been incorporated in the
write up and contents of the book. Simple formulas and guidelines are provided
throughout the book. Detailed design calculations, discussion
of
software development,
and the background mathematics has been purposely left out. The book is not intended
to provide detailed design methods, which should be used in conjunction with the
knowledge and guidelines included in the book. This does not mean that they are not
necessary for the design ofoffshore structures. Typically, the advanced formulations are
handled by specialized software. The primary purpose of the book is to provide the
important practical aspects ofoffshoreengineering without going into the nitty gritty of
the actual detailed design. Long derivations or mathematical treatments are avoided.
Where necessary, formulas are stated in simple terms for easy calculations. Illustrations
are provided in these cases. Information is provided in handy reference tables and design
charts. Examples are provided to
show
how the theory outlined in the book is applied in
the design of structures. Many examples are borrowed from the deep-water offshore
structures of interest today including their components, and material that completes the
system.
vi
Contents of the handbook include the following chapters:
Historical Development ofOffshore Structures
Novel and Marginal Field Offshore Structures
Ocean Environment
Loads and Responses
Probabilistic Design ofOffshore Structure
Fixed Offshore Platform Design
Floating Offshore Platform Design
Mooring Systems
Drilling and Production Risers
Topside Facilities Layout Development
Design and Construction ofOffshore Pipelines
Design for Reliability: Human and Organisational Factors
Physical Modelling ofOffshore Structures
Offshore Installation
Materials for Offshore Applications
Geophysical and Geotechnical Design
The book is a collective effort of many technical specialists. Each chapter is written by
one or more invited world-renowned experts
on
the basis of their long-time practical
experience in the offshore field. The sixteen chapters, contributed by internationally
recognized offshore experts provide invaluable insights on the recent advances and present
state-of-knowledge on offshore developments. Attempts were made to choose the people,
who have been in the trenches, to write these chapters. They know what it takes to get
a
structure from the drawing board to the site doing its job for which it is designed. They
work everyday on these structures with the design engineers, operations engineers and
construction people and make sure that the job is done right.
Chapter
1
introduces the historical development ofoffshore structures in the exploration
and production of petroleum reservoirs below the seafloor. It covers both the earlier
offshore structures that have been installed in shallow and intermediate water depths as
well as those for deep-water development and proposed as ultra-deep water structures.
A short description of these structures and their applications are discussed.
Chapter
2
describes novel structures and their process of development to meet certain
requirements of an offshore field. Several examples given for these structures are operating
in offshore fields today. A few others are concepts in various stages of their developments.
The main purpose of this chapter is to lay down
a
logical step that one should follow in
developing a structural concept for a particular need and a set of prescribed requirements.
The ocean environment is the subject of chapter 3. It describes the environment that may
be expected in various parts of the world and their properties. Formulas in describing their
magnitudes are provided where appropriate
so
that the effect of these environments on the
structure may be evaluated. The magnitudes of environment in various parts of the world
are discussed. They should help the designer in choosing the appropriate metocean
conditions that should be used for the structure development.
vii
Chapter
4
provides a generic description of how to compute loads on an offshore struc-
ture and how the structure responds to these loads. Basic formulas have been stated for
easy references whenever specific needs arise throughout this handbook. Therefore, this
chapter may be consulted during the review of specific structures covered in the handbook.
References are made regarding the design guidelines
of
various certifying agencies.
Chapter
5
deals with
a
statistical design approach incorporating the random nature of
environment. Three design approaches are described that include the design wave, design
storm and long-term design. Several examples have been given to explain these approaches.
The design of fixed offshore structures
is
described in Chapter
6.
The procedure follows a
design cycle for the fixed structure and include different types of structure design including
tubular joints and fatigue design.
Chapter
7
discusses the design of floating structures. in particular those used in offshore oil
drilling and production. Both permanent and mobile platforms have been discussed. The
design areas of floaters include weight control and stability and dynamic loads on
as
well
as
fatigue for equipment, risers, mooring and the hull itself. The effect of large currents in the
deepwater Gulf of Mexico, high seas and strong currents in the North Atlantic, and long
period swells in West Africa are considered in the design development. Installation of the
platforms. mooring and decks in deep water present new challenges.
Floating offshore vessels have fit-for-purpose mooring systems. The mooring system
selection, and design are the subject of Chapter
8.
The mooring system consists of freely
hanging lines connecting the surface platform to anchors. or piles, on the seabed,
positioned some distance from the platform.
Chapter
9
provides a description of the analysis procedures used to support the operation
of drilling and production risers in floating vessels. The offshore industry depends on these
procedures to assure the integrity of drilling and production risers. The description;
selection and design of these risers are described in the chapter.
The specific considerations that should be given in the design of
a
deck structure
is
described in Chapter 10. The areas and equipment required for deck and the spacing
are discussed. The effect of the environment on the deck design is addressed. The control
and safety requirements, including fuel and ignition sources, firewall and fire equipment
are given.
The objective of chapter
11
is to guide the offshore pipeline engineer during the design
process. The aspects ofoffshore pipeline design that are discussed include
a
design basis,
route selection. sizing the pipe diameter, and wall thickness. on-bottom pipeline stability,
bottom roughness analysis, external corrosion protection, crossing design and construction
feasibility.
Chapter
12
is
focused on people and their organizations and how to design offshore
structures to achieve desirable reliability in these aspects. The objective of this chapter
is
to
provide engineers design-oriented guidelines to help develop success in design ofoffshore
structures. Application of these guidelines are illustrated with
a
couple of practical examples.
The scale model testing is the subject of Chapter
13.
This chapter describes the need.
the modeling background and the method of physical testing ofoffshore structures in a
viii
small-scale model. The physical modeling involves design and construction of scale model.
generation of environment in an appropriate facility, measuring responses of the model
subjected to the scaled environment and scaling up of the measured responses to the design
values. These aspects are discussed here.
Installation, foundation, load-out and transportation are covered in Chapter 14. Installa-
tion methods of the following substructures are covered: Jackets; Jack-ups; Compliant
towers and Gravity base structures. Different types of foundations and their unique methods
of installation are discussed. The phase of transferring the completed structure onto
the deck of a cargo vessel and its journey to the site, referred to as the load-out and
transportation operation, and their types are described.
Chapter
15
reviews the important materials for offshore application and their corrosion
issues. It discusses the key factors that affect materials selection and design. The chapter
includes performance data and specifications for materials commonly used for offshore
developments. These materials include carbon steel, corrosion resistant alloys, elastomers
and composites. In addition the chapter discusses key design issues such as fracture,
fatigue: corrosion control and welding.
Chapter
16
provides an overview of the geophysical and geotechnical techniques and
solutions available for investigating the soils and rocks that lay beneath the seabed.
A project’s successful outcome depends on securing the services of highly competent
contractors and technical advisors. What is achievable is governed by a combination of
factors, such as geology, water depth; environment and vessel capabilities. The discussions
are transcribed without recourse to complex science, mathematics or lengthy descriptions
of complicated procedures.
Because of the practical nature of the examples used in the handbook, many of which came
from past experiences in different offshore locations of the world, it was not possible to use
a
consistent set ofengineering units. Therefore, the English and metric units are
interchangeably used throughout the book. Dual units are included as far as practical,
especially in the beginning chapters. A conversion table is included in the handbook for
those who are more familiar with and prefer to use one or the other unit system.
This handbook should have wide applications in offshore engineering. People in the follow-
ing disciplines will be benefited from this book: Offshore Structure designers and
fabricators; Offshore Field Engineers; Operators of rigs and offshore structures; Consulting
Engineers; Undergraduate
&
Graduate Students; Faculty Members in OceaniOffshore
Eng.
&
Naval Architectural Depts.; University libraries; Offshore industry personnel;
Design firm personnel.
Subrata Cliakrabarti
Tech
ical Editor
X\
TABLE
OF
CONTENTS
Preface
v
Abbreviations
ix
Conversion Factors
xi
List of Contributors
xiii
Chapter
1
.
Historical Development ofOffshore Structures
1
1.1
1.2
1.3
1.4
1.5
1.6
1.7
Introduction
1.1.1 Definition ofOffshore Structures
1.1.2 Historical Development
1.1.3 Selection of Deepwater Production Concepts
I.
1.4 Offshore Disasters
Deepwater Challenges
Functions ofOffshore Structures
1.3.1 Exploratory Drilling Structures
I
.
3.2 Production Structures
.
1.3.3 Storage Structures
1.3.4 Export Systems
Offshore Structure Configurations
1.4.1 Bottom-Supported Structures
1.4.2 Floating Offshore Structures
1.4.3 Floating vs
.
Fixed Offshore Structures
Bottom-Supported Fixed Structures
1.5.1 Minimal Platforms
1.5.2 Jacket Structures
1.5.3 Gravity Base Stru
1.5.4 Jack-ups
1.5.5 Subsea Templates
1.5.6 Subsea Pipelines
Compliant Structures
1.6.1
Articulated Platforms
1.6.2 Compliant Tower
1.6.3 Guyed Tower
Floating Structures
1.7.1 Floating Platform Types
1.7.2 Drilling Units
1.7.3 Production Uni
s
1.7.4 Drilling and Production Units
1.7.5 Platform Configurations
1
2
2
5
8
9
11
11
12
13
14
15
16
16
17
19
19
20
21
21
22
22
24
24
24
25
26
26
26
27
28
28
1.8
Classification Societies and Industry
Standard Groups
34
Chapter
2.
Novel and Small Field Offshore Structures
39
2.1
2.2
2.3
2.4
2.5
2.6
2.7
2.8
Introduction
39
Overview
of
Oil and Gas Field Developments
40
2.2.1 Field Development Par
2.2.2 Structure Types
2.2.3 Selection of Field Deve
Technical Basis for Developing Novel Offshore Structures
44
2.3.1 Overview of Historical Innovations
44
2.3.2 Basic Technical Principles
Other Considerations for Developing
Novel
Offshore Structures
2.4.1 Financially-Driven Developments
52
2.4.2 Regulatory-Driven Developments
53
2.5.1 Bottom-Supported Systems
.
53
Novel Field Development Systems
53
2.5.2 Neutrally-Buoyant Floating
56
2.5.3 Positively-Buoyant Floating Systems
60
Discussion of Selected Innovative Field Development Concept
63
2.6.1 Overview
63
2.6.2 Field Development Concept
Discussion of Selected Innovative Structures
2.7.1 Structures Selected for In-Depth Discussion
66
2.7.2 Construction and Construction Schedule
66
2.7.3 Transportation and Installation
68
2.7.4 In-Service Response and Utilisation
69
2.7.6 Capital and Operating Expenditures
71
2.7.5 Post-service Utilisation
70
2.7.7
2.7.8 Summary Discussion
Future Field Development Options
Residual Value and Risk Factors
2.8.1 Technological Innovations and their Impact
73
2.8.2 Innovations Affecting Cost Efficiencies
75
2.8.3
Most Likely Field Development Inn
Chapter
3.
Ocean Environment
3.1 Introduction
3.2 Ocean Water Properties.
3.2.1 Density, Viscosity d Temperature
3.3.1 Linear Wave Theory
3.3.2 Second-Order Stokes Wave Theory
3.3.3
3.3.4 Stream Function Theory
3.3 Wave Theory
Fifth-Order Stokes Wave Theory
79
79
80
80
80
83
91
93
94
xvii
3.4
3.5
3.6
3.7
3.8
3.9
3.10
3.11
3.3.5 Stretching Formulas for Waves at SWL
98
3.3.7 Wave Group
103
3.3.8 Series Representation of Long-Crested Wave
103
Breaking Waves
104
Internal Waves
105
106
3.6.1 Spectrum Model
106
3.6.2 Applicability of Spectrum Model
110
3.6.3 Simulation of Two-dimensional Sea
113
3.6.4 Directional Spectrum
114
3.6.5 Simulation of Directional Sea
116
Sea States
117
Wave-driven Current
118
3.8.1 Steady Uniform Current
118
3.8.2 Steady Shear Current
119
3.8.3 Combined Current and Waves
119
Loop Current
Wind and Wind Spectrum
123
3.10.1 Wind Speed
123
Offshore Environment by Location
125
3.3.6 Applicability of Wave Theory
101
3.10.2 Wind Spectrum
123
Chapter
4 .
Loads and Responses
133
4.1
4.2
4.3
4.4
4.5
4.6
4.7
4.8
4.9
Introduction
133
Gravity Loads
135
Hydrostatic Loads
136
Resistance Loads
136
Current Loads on Structures
137
4.5.1 Current Drag and Lift Force
137
4.5.2 Blockage Factor in Current
141
Steady and Dynamic Wind Loads on Structures
143
Wave Loads on Structures
.
143
4.7.1 Morison Equation
144
4.7.2 Forces on Oscillating Structures
145
4.7.3 Wave
Plus
Current Loads
150
4.7.4 Design Values for Hydrodynamic Coefficients
152
4.7.5 FroudeXrylov Force on Structure
158
4.7.6 Wave Diffraction Force on Structure
160
4.7.7 Added Mass and Damping Coefficien
161
4.7.8 Haskind Relationship for Accuracy C
162
4.7.9 Linear Diffraction Radiation Theory Software
162
Applicability of Morison Force
vs
.
Diffraction Force
164
Steady Wave Drift Force
166
4.9.1 Steady Drift Potential Force
167
4.9.2 Viscous Drift Force
170
xviii
4.10 Slow-Drift Wave Forces
172
4.1
1
Varying Wind Load
174
4.12 Impulse Loads
175
4.12.1 Wave Slamming Load
176
4.12.2 Breaking Wave Load
177
4.12.3 Wave Run-U
177
4.13 Response of Structure
178
4.13.1 Structure Mo
178
4.13.2 Transient Response of Structure
180
4.13.3 Forced Linearly Damped System
183
4.13.4 Non-linearly Damped Structure Response
186
4.13.5 Motions of Floating Structure
4.13.6
Interaction of Two Floating Structures
4.13.8
4.13.9 High-Frequency Respons
4.13.10 Hydrodynamic Damping
Applicability of Response Formula
194
4.14.1 Key Responses for Offshore Structures
194
4.13.7 Slowly-Varying Response
189
Simplified Computation of Slow-Drift Oscillation
189
4.14
Chapter
5.
Probabilistic
Design
of Offshore Structures
197
5.1
5.2
5.3
5.4
5.5
5.6
5.7
5.8
Application of Statistics in OffshoreEngineering
Wave Statistics
197
5.2.1 The Gaussian Distribution
201
5.2.2 The Rayleigh Distribution
202
Design Approaches
210
5.4.1 Design Wave
210
5.4.3 Long-Term Design
216
Combination
of
Multiple Sto
5.5.1
Combination of First
Probabilistic Design of Offsh
5.6.1 Introduction
5.6.2
Response Statistics
207
5.4.2 Short-Term Design
21
1
Limit States and Failure Criteria
227
Uncertainty Measures.
232
5.7.1 General Description
232
5.7.2 Representation
235
5.7.3
Probabilistic Description of Response in
Complex
Structures
237
Structural Reliability Analysis
240
5.8.1 Elementary Case
240
5.8.2 Generalisation of Reliability Analysis.
243
5.8.3 Fatigue Reliability
25
1
Design Values and Calibration
of
Partial Factors
253
5.8.4
[...]... Development The offshore exploration of oil and gas dates back to the nineteenth century The first offshore oil wells were drilled from extended piers into the waters of Pacific Ocean, offshore Summerlands, California in the 1890s (and offshore Baku, Azerbaijan in the Caspian Sea) However, the birth of the offshore industry is commonly considered as in 1947 when Kerr-McGee completed the first successful offshore. .. leased Mobile Offshore Drilling Unit (MODU) will be used Further discussion on concept selection is included in Chapter 7 1.1.4 Offshore Disasters Although most of the offshore structures constructed to date have withstood the test of time, there have been several catastrophic failures of offshore structures as well Weather, Historical Developmenr of Offshove Structures 9 Figure 1.7 Accident of P-36 converted... 652 Handbook of Offshore Engineering S Chakrabarti (Ed.) C 2005 Elsevier Ltd All rights resened 1 Chapter 1 Historical Development ofOffshore Structures Subrata Chakrabarti Offshore Structuve Analysis, Inc., Plainfield, IL, USA John Halkyard Technip, Houston, T X , USA Cuneyt Capanoglu I.D.E.A.S., Inc., Sun Fyancisco, CA, USA 1.1 Introduction The offshore industry requires continued development of. .. Triangle” of the Gulf of Mexico, offshore West Africa and Brazil (fig 1.6) As of this writing, 8 Chapter 1 Figure 1.6 Worldwide distribution of floating production platforms [Offshow, 20021 production Spars have only been installed in the Gulf of Mexico TLPs have been installed in the Gulf of Mexico, West Africa, the North Sea and in Indonesia FPSOs have been installed in virtually all of the offshore. .. in Chapter 2 In order to meet the need for offshore exploration and production of oiligas, a new generation of bottomsupported and floating structures is being developed The purpose of this chapter is to introduce the historical development ofoffshore structures in the exploration of petroleum reservoirs below the seafloor The chapter covers both the earlier offshore structures that have been installed... inaccessible to exploit with the existing technologies Sometimes, the cost of production with the existing know-how makes it unattractive With the depletion of onshore and offshore shallow water reserves, the exploration and production of oil in deep water has become a challenge to the offshore industry Offshore exploration and production of minerals is advancing into deeper waters at a fast pace Many deepwater... installed in 1991 The progression of fixed structures into deeper waters upto 1988 is shown in fig 1.1 Since 1947, more than 10,000 offshore platforms of various types and sizes have been constructed and installed worldwide As of 1995, 30% of the world’s production of crude came from offshore Recently, new discoveries have been made in increasingly deeper waters In 2003, 3 % of the world’s oil and gas supply... Titanium and composite materials are also being developed for top tensioned risers Historicul Development ofOffshore Structures 11 1.3 Functions of Offshore Structures Offshore structures may be defined by their two interdependent parameters, namely their function and configuration A Mobile Offshore Drilling Unit (MODU) configuration is largely determined by the variable deck payload and transit... The motions of the platform are coupled with the dynamics of the mooring system The coupling of motions between 17 Historical Development of Offshore Structures the platform, risers and mooring systems becomes increasingly more important as water depth increases The discussion of the dynamic analysis of these platforms subjected to environment is included in Chapter 4 1.4.3 Floating vs Fixed Offshore. .. Installation of subsea pipeline is a common occurrence in moderately deep water u p to a few hundred meters As of April 1998, there were 26,600 miles of pipeline in the Gulf of Mexico Nearly 50% of this is in deepwater ( > 1000 ft or 300 m) and Historicul Deveiopmeni of Offshore Srruciures 23 Figure 1.14 Pipelines in the Gulf of Mexico, 20 in (508 mm) or greater between 300 and 500 miles (480-800 km) of deepwater . and Construction of Offshore Pipelines Design for Reliability: Human and Organisational Factors Physical Modelling of Offshore Structures Offshore Installation Materials for Offshore Applications. Handbook of Offshore Engineering S. Chakrabarti (Ed.) C 2005 Elsevier Ltd. All rights resened 1 Chapter 1 Historical Development of Offshore Structures Subrata Chakrabarti Offshore. of offshore structures. Typically, the advanced formulations are handled by specialized software. The primary purpose of the book is to provide the important practical aspects of offshore engineering