sec02 field development planning
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Deepwater Training
Field Development Planning
AIPM
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Field Development Planning
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n TLP Tension Leg Platform
n Mini-TLP Mini Tension Leg Platform (Atlantia, Modec)
n ETLP Extended Tension Leg Platform
n SPAR Cylindrical Floating Vessels
n DDCV Deep Draft Caisson Vessel
n SCF Single Column Floater (SPAR Shape)
n Semi-sub Semi-submersible Floater
n FPS Floating Production System
n FPSO Floating Production Storage and Offloading
n GBS Concrete Gravity Based Structure
n Tendon TLP Station Keeping Method
Definitions
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n KIPS Kilo Pounds (Thousand Pounds)
n SPM Single Point Mooring
n CALM Catenary Anchor Leg Mooring
n SCR Steel Catenary Riser
n VIV Vortex Induced Vibration
n
ROV Remotely Operated Vehiclen MODU Mobile Offshore Drilling Unit
n ABS American Bureau of Shipping
n DNV Det Norske Veritas
Definitions
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Why All The Fuss Over Deepwater ?
• Large unexplored areas3D Seismic
It is an opportunity for large reserves and high flow rates
Technology is rapidly reducing the exploration cost and time
to first oil and cost.
Why all the planning?
But it is expensive
Specialized equipment is required for drilling anddevelopment
IT IS DEEP.
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Start
First Oil
Installation
Constructibility
Program
I n f l u e n c e o n C
o s t
Project DurationFinish
Lowest
Highest
Detailed Design
Construction
Preliminary
Engineering
Added Value
by moving constructabilityforward with EPCI contractor
performing screening andconcept development
The Planning Process
n Establish Project Objectives
n Evaluate Constraints
n Economics
n Schedule
n Product
n Risk
n Identify Development Optionn Perform Feasibility Studies
n Establish Field DevelopmentPlan
n Produce Conceptual Design
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The Planning Process
n Define Interfaces
n Downhole / Subsea / Hull
n Fluid Flow / Connections / Treatment
n Electrical / Hydraulicn Subsea / Topsides
n Maintenance
n Intervention
n Prepare Specifications
n Equipment
n Quality
n Project Execution
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The Planning Process
n System Design
n Flow Assurance
n Well Locations
n Installation Risksn Maintenance
n Intervention
n Future Considerations
n Flexibility
n Expandability
n Develop “Standard” Approach
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DiscoveryReservoir Appraisal
Fluid Analysis &Field Parameters
Conceptual Evaluation - Field Options
Technology Validation
Feed
Preferred Concept
Concept Resilience Checks
Value Engineering
EPC
Tender
Call
CriticalTechnology
Elements
Deepwater Field Development Front End Process
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STAGE 1SCOPING
"is it a good idea?"
EMPHASIS
� IDENTIFY OPPORTUNITY
� SCOPE ECONOMICS
� ID CRITICAL ISSUES� STRATEGIC ALIGNMENT
TECHNICAL BASIS
SUFFICIENT FOR TECHNICAL
FEASIBILITY
DELIVERABLES
� PRELIMINARY
Ø BUSINESS CASE (BC)
Ø VENTURE PHILOSOPHY
(VP)
STAGE 2SCREENING
"Do we have the right solution"
EMPHASIS
� EVALUATE OPTIONS
� RISK ANALYSIS� REFINE BUSINESS CASE
� RESOLVE CRITICAL ISSUES
� RESOURCING NEXT PHASE
DELIVERABLES
� UPDATED BC & VP
� RISK & DECISION ANALYSIS
� VENTURE BASESØ TECHNOLOGY
Ø BUSINESS & MARKETINGØ MANUFACTURING
TECHNICAL BASIS
SUFFICIENT FOR +/- 20-30%COST ESTIMATE
STAGE 3DEFINITIVE PLANNING
"Are the bases really firm?"
EMPHASIS
� REFINE BUSINESS CASE
� REFINE FACILITIES BASIS� RESOURCING NEXT PHASE
DELIVERABLES
� VENTURE MANAGER NAME
� TEAM IN PLACE
� UPDATED VENTURE BASES
� UPDATED COST ESTIAMTE
TECHNICAL BASIS
SUFFICIENT DETAIL TOENABLE PROCESS DESIGNA
ND PERMITTING
STAGE 4PROCESS DESIGN
"Any changes? Ready to go?
DELIVERABLES
� FINAL BASIS / APPRO DOC.
� PROCESS DESIGN / HAZOP
� +/- 10% COST ESTIAMTE
TECHNICAL BASIS
SUFFICIENT TO ENABLE
� +/- 10% COST ESTIAMTE
� DETAILED ENGINEERING
� SAFETY REVIEWS
EMPHASIS
� FINAL BUSINESS CASE
�
TECHNICAL DEFINITION� RESOURCING THRU S/U
EPCIConceptual Field Development Studies Solution Selection
Open Architecture Technology Screening & Specification
FEED Studies
Project Development Gate Process
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Times for Definitive and Capital Cost Estimates are from
completion of basic and process engineering.
TypeType AccuracyAccuracy ClassClass TimingTiming
Definitive +/- 5% II 14-20 wks
Capital Cost +/- 10-20% II, IV 5-12 wks
Appropriation +/- 20-25% VA,VB 2-5 wks
Feasibility +/- 25-35% VI, VII days
Estimate Definition
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Zero Date
6 Months
8 Months
9 to 10 Months
Field Development StudiesField Development Studies
Operator\Partner
In-house
Evaluation/Approval
Operator\Partner
In-house
Evaluation/Approval
Basic EngineeringBasic Engineering
Sanction
EPCEPC
Pre-sanction Project Activities
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Field Development
Objectives and
Philosophies
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Key Objectives and Philosophies
n Key Objectives
n Reduce Project Costs
n CAPEX
n OPEX
n Reduce Project Cycle Time
n from initial discovery to first
productionn Improve Safety and Risk
Parameters
n Key Philosophies
n Flexibility
n design
n installation
n operation
n expansion
n
Building Blocksn Composite Systems
n from reservoir to processing
host
n Repair and Maintenance
n without shutdown and with
least disruption to other
equipment
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Life Cycle Cost Minimization
n Configuration simplicity consistent with Meeting Functional
Objectives
n Reliability in Equipment/Systems (Low Maintenance Intensity)
n Operations/Maintenance and Supply Base Organization Strategy
n Drilling and Well Intervention Strategies
n Shuttle Tanker Cycles fully optimized with Facilities Production
Objectives
n Procurement Strategies consistent with Field Life Expectations and
Development Schedule
n Supply Logistics
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n Provide an early definition of projectfront end requirements.
n Greatest potential to improve project
timeline and cost curve.
n Early planning can define and
control project risk.
n Reality based cost estimate for
prospect screening economics.
n Ability to expand study detail for
each higher level of project fundingapproval.
Value Added
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1987 1991 1994 1995 1995
PROJECTS
M U S D / W E L L
Tommeliten Tordis Vigdis Tordis Øst Balder
Budgetary Cost per Well
Cost per well is defined as the equipment
necessary at the wellhead excluding drilling,
installation and flowlines
Cost Reduction Example
n Cost reduction achieved
through
n Concept Optimization
n Development of New
Technology
n Standardization
n Cost Effective Project
Management
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12 24 36 48
Engineering/Fabrication Duration (months)
Auger TLP1989
Mars TLP
1993
Ram/PowellTLP 1994
Ursa TLP1995
Marlin TLP
1997
Total TopsidesPayld (s-tons)
Hull Weight(s-tons)
19,000 35,700
15,000 21,345
16,000 21,071
30,000 37,087
8,500 9,085
Deepwater Project 6 18 30 42
Engineering
Fabrication
Engineering
Fabrication
Engineering
Fabrication
Engineering
Fabrication
Engineering
Fabrication
TLP Hull Engineering/Fabrication Schedules
Cost Reduction Example