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Vermilion Energy Inc.
Steady Growth
Stable Dividends
2 0 2 0 V I S I O N the best oil and gas company in the world
September 2013 – Drill Well Presentation
Andy Wroth
2012 Wandoo Infill Project
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2 2 2 2 2 2 2
Wandoo Field Location
2 Perth
Dampier Perth to Dampier
~1800km or 2 days by road
2 ½ hrs by air
Dampier
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Scope of Work
Multi-Lateral conversions of 2 wells
Aim – To access stranded “flank & unswept” oil in A3 & B Sands
Sidetrack Existing Production Wells – B9, B5 wells
Level 5 Multilateral Junctions – non-cemented sealed junctions
Shallow TVD ERD Horizontal Trajectories
Open Hole Sand-screens – 6-5/8” and 5-1/2” screens in 9” open hole for sand control and
swell packers for annular flow control
Production from both new laterals & existing well bores - smart completions providing
selective production from one (or both) lateral at a time
B15 conductor repair
Repair damaged conductor to create usable well slot – collapsed at 30”x20” swedge
below mud-line during cement job on 2008 well construction campaign
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Wandoo Infrastructure
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Wandoo B Platform North Face
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Wandoo B & Ensco 109– side view
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Wandoo B & Ensco 109 – top view
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Wandoo
Geological Setting
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Geological Setting L
ow
er
Mu
de
ron
g S
ha
le
Me
mb
er
M. A
us
tra
lis
Sa
nd
sto
ne
Me
mb
er
Upper
Muderong
Shale
Member
E
D
C2
C1
B1
B2
A3
A1 A2
Reservoir
Stratigraphy
U
L
U
L
A2 Flaser-bedded greensand/very glauconitic
sandstone – well developed siderite beds
A1 Argillaceous greensand/very glauconitic
sandstone – some siderite beds
A3 Bioturbated/cross-bedded greensand/very
glauconitic sandstone – occasional siderite bed
B1 Dominantly cross-bedded sandstone with some
bioturbated sandstone and cross-bedded
glauconitic sandstoneG
G
GG
G
G
G
B2 Dominantly bioturbated glauconitic sandstone but
ranges from cross-bedded sandstone to
bioturbated greensand/very glauconitic sandstone
C1 Can be cross-bedded sandstone at the top but
ranges to bioturbated and cross-bedded glauconitic
sandstone
G
G
GG
G
G
G
Top A3 is
effectively
top reservoir
B S
and
A S
and
– Vertical heterogeneity present because B Sand comprised
of three coarsening-upwards units (D,C & B) with each
becoming progressively more dominated by clean cross-
bedded sandstone towards the top
– Lateral variation occurs due to shoaling such that clean
cross-bedded sandstones can pass into glauconitic bio-
turbated sandstones laterally
– Base of reservoir transitional as no real shale below
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Original Proposed Targets
A3/B Sand Oil Thickness Mid 2011 A3/B Sand Oil Thickness End 2029
A7 West
B8 East
A Platform
A7 East
A5 West
A7 West
B8 East
A Platform
A7 East
A5 West
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Spider Plot
As Drilled
2012 Trajectory Evolution
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B9ST1 Cross-Section
Exit in lower Muderong, near horizontal past Siderite beds
in A2, multiple well crossings while attempting to stay
between 1 and 1.5m below top A3 Sand
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2010 Campaign Overview
World First - Successfully converted 3 EXISTING producing wells to TAML
Level 5 bi-lateral wells with surface controlled subsurface flow control
capability enabling selective or co-mingled production
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Prepare well bores for setting ML anchor to side track
Cut tubing below production packer & install straddle (before rig arrives)
Kill & suspend wells (before rig arrives 1st well, off critical path 2nd well)
Remove tree (before rig arrives 1st well, off critical path 2nd well)
Recover 5 ½” Upper Completion
Mill and recover production packer and pull 5 ½” tail pipe to tubing cut
Casing scraper / clean out run
Conduct casing and cement log
Run 5½” external tubing patch, flapper valve and new anchor packer
High Level Outline of Well Work
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Drill new lateral and complete well
Run milling machine and cut first pass window
Run whipstock and open / dress window
Drill 9” Horizontal Lateral with Rotary Steerable Assembly and Under-reamer
Run Lower Completion - Sandscreens & ML Junction
•6-5/8” & 5-1/2” Sandscreens, Swell Packers with MLT and Hanger Packer
Run Upper Completion
•5-1/2” Tubing c/w TRSV, Gas Lift Valve and Flow Control Valves
Set hanger plug and remove BOP
Install tree and remove hanger plug
High Level Outline of Well Work
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B5 Completion Diagram – Pre Campaign
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Proposed B5/B9 Well Schematic
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9 ⅝” x 7” VCH
Screen Hanger
Lateral Flow Path
Mainbore Flow Path
9 ⅝” x 5 ½” Production
Packer & Tailpipe
MLJ Completion Deflector
6⅝” & 5½” Sand Face
Completion
MLJ Anchor
Packer and Tailpipe
Main Bore
Gas Lift Mandrel
Multi-Lateral
Junction Assembly
Upside Down
Flapper Valve
Lateral
TRFC - Tubing
Retrievable Flow
Control
TRSV – Tubing
Retrievable Sub
Surface Safety Valve
Xmas
Tree
Common Flow Path
MLJ Swivel and
Safety Sub
MLJ Production Flow Path Schematic
Lower Completion and
Sand Screen hanger
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Design Considerations
Re-entry of existing producing wells in a depleted reservoir, drilling ERD
laterals at extremely shallow TVD, running sand screens and then installing a
Level 5 multilateral junction with intelligent completions.
Current Well & Reservoir Conditions Depleted Reservoir / Potential Losses / FG – ECD Management
KOP for Multilateral Junction System Inclination, DLS & Casing Collar limitations
Well Integrity Potential casing corrosion
Trajectory Shallow TVD, +4:1 ratio, tortuous path, rotary steerable & geosteered, high
torque drill pipe
Hole Size – 8½” hole under-reamed to 9” due to ECD>FG
Drilling Fluids • Inhibition / Wellbore Stability / Solids Free Weighted Completion Fluid
Running Sand-Screens • Ability to run sand-screens to planned TD
• Buckling Mitigation – 6 5/8” screens and tubing
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B5 B9 A5 Units
10 3/4 Csg 108ppf 35-343m 15-371m - 9 5/8 Csg 53.5ppf 343-523m 371 - 570m - 9 5/8 Csg 47ppf 523-736m 570 - 886m 0-855m 9 5/8 Csg 40ppf - - - 9 5/8 Csg 36ppf 736-1491m 886-1611m - Well TD 2,609m AHD 2,350m AHD 1857m AHD Current Well
Reservoir Pressure 783 psi 783 psi 783 psi @ 582m ss
Equiv Mud Weight 7.4 ppg 7.4 ppg 7.4 ppg Datum RT
Fracture Gradient ~1.65 ~1.65 ~1.65 sg
Permeability
5,000 -
12,000md
5,000 -
12,000md
5,000 -
12,000md “B” sand
500 - 2,000md 500 - 2,000md 500 - 2,000md “A” sand
Reservoir Conditions
Depleted Reservoir – expect losses
Decompletion
Losses while de-completing wells – continuous top up of annulus w/ floating cap
Drilling Lateral and Completion Phase
Flapper Valve installed in ML Anchor Packer tailpipe – can shear early
Fracture Gradient
Drilling Lateral
8 ½” hole opened to 9” required, along with 5” HT DP to prevent ECDs > FG
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Kick Off Depths
DLS <4deg/30m
Inclination >65deg**
NOTE: RT = 40mMDRT
Multi Lateral Kick Off Point
Legend Inclination DLSOutside acceptable Range <45° >6°/30m
Marginal Range - Further testing required 45°-65° 4°-6°/30m
Acceptable Range 65°-93° <4°/30m
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ERD Well Designs
Wandoo 2010 Sidetracks
Conventional
Extended Reach ( >2 : 1 stepout down to 2000-2500m TVD)
Extended Reach = very ER (>3 : 1 stepout)
Extended Reach = extreme ER
Wandoo 2012 Sidetracks
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ECD – Hole Size
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Key Operational Concerns
Production Packer Retrieval The tubing required to be cut prior to milling the production packer to allow
window to be milled at depth required
Done on e-line conveyed tractor prior to rig arrival
Completions on Depth – no flexibility Modelling based on 2010 friction factors
Equipment in place to reduce friction factors in 2012
Real Time data collected as an assurance modelling is applicable
As a contingency a lateral swivel installed will allow rotation of the running string to reduce drag if required
Well crossings are a managed risk and mitigations include: Trajectories to minimize crossing risk and include measurement uncertainty
Consideration for where in the well the crossing will take place (screen, blank pipe, casing, abandoned section)
Geo-steering in A sands
Shut-in of producers while crossing to reduce area of drawdown.
While every well has it’s individual challenges and intricacies, the program as a whole was not significantly more complex than the 2010 campaign.
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MLJ Installation – 2010 Lessons Learned
Spinning of Anchor Packer Anchor Packer and tail pipe string was inadvertently rotated at 120 rpm
on B8 well. Although packer was subsequently set and successfully
pressure tested, the occurrence was far from ideal and resulted in
premature shearing of upside down flapper valve lock open sleeve and
subsequent lost circulation during completion activities.
Setting Equipment in MLAP Ratch-Latch Insufficient set down weight followed by insufficient overpull after
setting the milling machine in the Anchor Packer ratch-latch to confirm
latched. The milling machine was not latched correctly which resulted
in the window being milled at the wrong orientation and ~7 days of
subsequent NPT to rectify the situation
Damage to Mill (Milling Machine) ~1.15m normal progress, p/u then erratic torques when back on bottom
Very “fast” ROP from 1.15m to 5.08m. Little to nil milling torque
Mill trashed,, large pieces of mill blades and centralizer blades on
magnets and in junk baskets
Ensure competent person in the Driller’s chair during critical
operations.
Ensure sufficient set down weight (40klb) is applied to ensure latch
of MLJ equipment into Anchor Packer ratch-latch.
Latch to be confirmed with 25 klb overpull and orientation to be
confirmed prior to commencement of window milling.
Check for Anchor Packer “scar” marks on recovered tools on POOH
to confirm they were in fact latched correctly
Ensure conservative milling parameters are used;
Never pick up with the mill while rotating.
Lesson Learned Control and Mitigation
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2012 Innovations & Challenges
Main Bore Lower Completion Tie Back
In 2010 packer was milled and straddle completions were pulled as one with the
packer.
Due to different lower completion design on remaining Wandoo wells a different
approach was required for the 2012 wells.
De-completion requires tubing cut below production packer
Electrical tubing cut, tubing stump overshot.
Tubing will be cut on e-line with tractor with electrical cutter
Tubing “dimple” tool (for centraliser retention)
Isolation straddle system – produce well until rig arrival
Tubing overshot tie-back system
Seal integrity of tubing patch for sand ingress prevention (pressure integrity not
required)
Tubing centraliser positions relative to cut impeding tubing patch swallow
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2012 Innovations & Challenges
Electronic plug technology to reduce slick line operations with rig
Opens or closes when a trigger is detected on a pre-programmed value of applied
pressure, ambient pressure or time, or any combination of all three
Increased well length of the B5 and B9 wells
Pushed ERD envelope further
Increased tortuosity of the B5 and B9 wells
Requirement for new generation rotary steerable system to achieve and maintain
required dogleg severity
Pushed ERD envelope slightly further
Increased torque drove requirement for High Torque Drill Pipe
Numerous well crossings – collision separation factors <<1
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Wells kicked off and drilled in one BHA run
During 2010 Campaign a down hole motor BHA was required to achieve sufficient
separation from mother bore to avoid magnetic interference resulting in RSS tool
tracking down the casing
New generation RSS tool removed this requirement
Revised Lower Completion Design
In 2010 the production packer and straddle completions were stung in to a lower
sandscreen hanger packer and thus the entire straddle could be recovered with a
straight pull once the packer was milled and the sand screen hanger packer seal
bore utilized for a direct tie back to the mother bore
The 2012 wells had sandscreens installed as part of the straddle (assumed to be
packed off) thus the tubing had to be severed above the screens making tie back
more complex
Regulatory Submissions
EP and OSCP updates
Safety Case Revisions for Wandoo and Rig
WOMP update
2012 Innovations & Challenges
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ERD Mitigation Variations From 2010
High Torque Drill Pipe 5” XT50 String
Increased use of Hybrid Stands (1x 5” HWDP + 2 x 6-5/8” DC) in lower
completion running string
Increased quantity of 6-5/8” sand screens and blank tubing, both
specifically placed in lower completion for buckling mitigation
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ERD Mitigation Innovations
Latest design ultra low friction centralisers
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Anti-Collision Planning
Ellipsoid of
uncertainty of
existing well
Ellipsoid of
uncertainty of
proposed well
Based on various
characteristics of the well
survey, ellipsoids of
uncertainty around existing
wells and the proposed well
trajectory can be calculated to
determine the separation
required – usually ~4 m B A3L
A3U
A2
A1
A3L A3LA3U A3UA2
LWD (logging while drilling) can be used ‘real time’ to distinguish between the various A Sand
reservoir units and the B Sand from the A Sand – this tells us where in the reservoir we are. DDR
(directional deep resistivity) can be used ‘real time’ to tell if the well is about to pass from one reservoir
unit to another.
Where the proposed and existing wells should be in different reservoir units, LWD-DDR can further
reduce the collision risk by ensuring the well is kept in the appropriate unit – using this method we can
actually pass an existing well within its ellipse of uncertainty.
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A Platform Target – 2012 Geological Cross Section
(B5 Mother Bore)
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B8 East – 2012 Geological Cross Section
(B9 Mother Bore)
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Collision Contingency Modelling
Dynamic Conditions: Utilising OPT dynamic wellbore condition flow
loops enable the following data to be collected:
Filter-cake build rates for the Filtration Flood Front Model (FFF)
Fluid loss under simulated wellbore-scaled conditions, with ECD sand-face pressure(s), scaled annular mud pump velocities and circulating & shut-in wellbore temperatures.
Dynamic leak-off rate under simulated wellbore and reservoir conditions & FFF modelled for planned wellbore/completion diameter.
Time required establishing an effective filter-cake under simulated wellbore/reservoir conditions with ‘mud pumps’ on.
Results:
The results of the core tested allowed the volumes of fluid that would be lost to the
formation in the event of a collision to be calculated.
Assuming the 1000m well at 8.5" diameter, the fluid lost to the formation during the first 30 minutes, over and above wellbore displacement volume, would be ~ 32bbls.
A further 170 minutes was then required to form a relatively impermeable filter-cake and stabilise conditions
Over the full 200 minute time lapse until a less permeable filter-cake is formed the total mud lost to the formation of the intersected well would be ~ 110bbls.
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Technical Problems Encountered
ML Anchor Packer Not Setting x 2 Purchased by supplier from another client
Findings Lack of an equipment inspection upon
equipment arrival
Lack of a procedure specifying proper MLP packer storage method
Lack of a packer inspection requirement in the field
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ERD Problems Encountered
Helical Buckling of B5ST1 Lower Completion While running sandscreens just prior to making up the ML Junction, string stood up
from approximately 2120 to 2180 mMDRT
Modelling identified the potential onset of helical buckling, however, this was advised after the fact
Actions Taken Pulled back to up weight and ran back down utilising 10MT of TDS weight with push
sub
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Surface Vibration
2010 campaign: During the drilling phase a high level of vibration “pipe
whip” was observed in the drill string at surface.
Observed when drilling or back-reaming at depths beyond ~1500 mMDRT
Exhibited a dynamic behaviour consistent with backward whirl;
Introduced significant HSE risk through potential for dropped objects;
Pipe whip had to be managed through variation of parameters to minimise severity, restricted access to drill floor and frequent dropped objects inspections.
Observed to a greater or lesser extent on all three 2010 wells along with substantial BHA wear/damage.
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2012 Campaign Actions Taken
Decision was made to additional vibration monitoring in attempt to identify the source of the vibration.
B5ST1 well: 3 x Vibration sensor subs were run in the BHA as follows: Adjacent to the under-reamer,
Adjacent to the string stabiliser ; and
Three joints behind the jars.
Observations: Severe “Pipe Whip” was observed at surface, but results from Black Box data the vibration data were inconclusive showing no down hole source for vibration.
B9ST1 well: 4 x Vibration sensor subs were run in the BHA as follows: Adjacent to the under-reamer;
Two joints behind the jars;
2000m behind the bit in the drill string; and
2700m behind the bit in the drill string.
Surface Vibration Continued
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Surface Vibration: Lateral Vibration – RMS
Observations: Severe “Pipe Whip” was again observed at surface with vibration sensors identifying high level vibration in drill string from surface to ~500mMDRT, peaking at ~300mMDRT.
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It is believed the extreme side forces induced by the high DLS in the build sections before, at and outside the casing exit window, effectively decouple the string dynamics inside the casing from those outside the casing
Overall Management of tortuosity and parameters will reduce damaging dysfunctional
conditions
Lateral Vibration:
Below casing window, lateral vibration maintains acceptable levels
Above the casing window parameter & profile driven lateral activity can occur at very high and damaging levels.
Torsional Vibration occurs at the start of runs, in the reamer and
HWDP positions Run – 1 Driven by casing exit parameters
Run – 2 Driven by hole tortuosity
Surface Vibration: Conclusions
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Project Outcomes
2 x Lateral Sidetracks successfully drilled and completed
1 x Mutli-lateral with intelligent completion
1 x P&A and Sidetrack with scope remaining for future conversion to multi-lateral
Recoverable reserves in excess of expectations
Deliverability (Production flow rates) in excess of expectations
Longest ERD well drilled (and completed) in field to date
Information gained on reservoir structure in south of field enabling identification of future development opportunities.
Successful well slot recovery enabling diversity of well design option for future development opportunities
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Additional Optimisations: Going Forward
Investigate use of asymmetric stabiliser and / or resonant vibration mode upset tool for surface vibration (pipe whip) mitigation;
Investigate alternative to Upside Down Flapper Valve for lost circulation control – 75% Occurrence of early activation to date;
Investigate bi-lateral system with intervention access to each leg with surface operated selective flow control;
Investigate tri-lateral system with surface operated selective flow control to each leg.
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2012 Wandoo Infill Project
QUESTIONS?