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SPE DISTINGUISHED LECTURER SERIESSPE DISTINGUISHED LECTURER SERIESis funded principally
through a grant of the
SPE FOUNDATIONTh S i t t f ll k l d thThe Society gratefully acknowledges those
companies that support the programby allowing their professionalsy g p
to participate as Lecturers.
Special thanks to The American Instit te of Mining Metall rgicalSpecial thanks to The American Institute of Mining, Metallurgical,and Petroleum Engineers (AIME) for their contribution to the program.
Selection and Design Criteria Selection and Design Criteria Selection and Design Criteria Selection and Design Criteria ggfor Sand Control Screensfor Sand Control Screens
ggfor Sand Control Screensfor Sand Control Screens
William K. Ott, P.E.,
Well Completion Technology H t T USAHouston, Texas, USA
Sand Control MethodsSand Control Methods
• No control• Slotted Liner / Punched Slot LinerSlotted Liner / Punched Slot Liner• Wire-Wrapped Screen• Pre-Packed ScreenPre Packed Screen• Shrouded Metal Mesh Screen• Expandable Screenp• In Situ Consolidation (Resin)• Oriented & Selective Perforating• OHGP & IGP• Frac Pack (Including Extension Pack or HRWP)
3• Screenless Frac Pack
Screen SelectionScreen SelectionScreen SelectionScreen Selection
Screens are an integral part of most do nholeScreens are an integral part of most downhole sand control strategies.
• Stand alone (open and cased hole)Common applications include:
Stand alone (open and cased hole)• Combined with gravel or frac packs, extension
packs and HRWPpacks and HRWP• Remedial or artificial lift protection
applications4
applications
Screen SelectionScreen Selection
Screen should be selected for maximum sand retention and minimum productivity impairmentretention and minimum productivity impairment
NOTE: potentially conflicting criteria
• Formation Particle Size Distribution (PSD)• C t l t i ti ( i i l• Correct slot or micron rating (empirical
methods)• S P bilit• Screen Permeability• SAND Software
5• Sand Retention Tests
Screen Selection Screen Selection Using Sieve Analysis TechniquesUsing Sieve Analysis TechniquesUsing Sieve Analysis TechniquesUsing Sieve Analysis Techniques• Formation Sand Sampling• Sieve Analysis Techniques
• Dry Sieving• Laser Light Scattering (LPSA)
• Particle Size Distribution (PSD)Laser Light Scattering (LPSA)
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PSD Relationships with Slot Width PSD Relationships with Slot Width and Screen Micron Ratingand Screen Micron Ratingand Screen Micron Ratingand Screen Micron Rating
Screen opening (slot/micron rating) is dependent on particle size distribution (PSD)• Important parameters are:
d50, d10, d90, d95,, d40, d5 Sorting Coefficient (Sc) – d10/d95,
particle size distribution (PSD)
Uniformity Coefficient (Uc) – d40/d90
• Empirical selection criteria: COBERLY (ROGERS): 2 to 1 x d10 (largest 10%)COBERLY (ROGERS): 2 to 1 x d10 (largest 10%)SAUCIER: ~ 6.5 x d50
GILLESPI et al: Uc< 2 use d50, Uc~2 use d40, Uc> 2 use d30
SCHWARTZ: Uc < 3 use d10, Uc > 5 use d40, Uc > 10 use d70
BALLARD AND BEARE: d5 or d10 of finest sand that fails
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• Semi-empirical method:SAND Software (developed by International Research Institute of Stavanger [IRIS])
Particle Size Distribution (PSD)Particle Size Distribution (PSD)
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Comparison of Methods for Stand Alone Screen Selection
Screen PermeabilityScreen Permeability
• Any screen is permeable media through which flow penetrates under certain hydraulicflow penetrates under certain hydraulic conditions
• Major importance is to determine screenMajor importance is to determine screen permeability
True indicator of inflow capacityTrue indicator of inflow capacity Interface with formation, not open area, which is only part of the screen structurewhich is only part of the screen structure
• Permeability is 3D; open area 2D• Comparison criteria Screen permeability not
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• Comparison criteria – Screen permeability, not % open area
SAND SoftwareSAND Software
Sieve Curves Sieve Analysis data from various measured depths
80
90
100(right) are input into Sand Software
Results presented in graph (below)
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60
70
p g p ( )
Smallest slot opening where continuous sand production expected to occur
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30
40expected to occur
Largest slot opening where sand production not expected to occur
0
10
20
1 10 100 1000
Smallest slot opening where no plugging is expected to occur
Largest slot opening where
“Safe” slot width range
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G ra in S ize (mic rons)
g gsevere plugging is expected to be frequent
SPE 31087
Correct Slot Width or Micron RatingCorrect Slot Width or Micron Rating
Many operators do not use published empirical or semi-empirical selectionempirical or semi empirical selection methods• Coberly and Rogers - do not give reliable results
No accounting for sorting or uniformity of sandNo accounting for sorting or uniformity of sand• Gillespi et al, Schwartz and Ballard & Beare – better
•• Account for sand sorting and uniformityAccount for sand sorting and uniformity• SAND does not work with LPSA due to high
percentage of fines measuredpercentage of fines measuredStandard practice – perform sand retention tests with real or simulated formation sand
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tests with real or simulated formation sand
Sand Retention Test MethodsSand Retention Test MethodsSLURRY TESTS
• Sand in slurry and flow SANDPACK TESTS
• Place sand directly on onto screen
• Weigh sand passing through
screen and flow through sand pack
• Weigh sand passing • Log pressure through
• Log pressure
Piston
Mediasample
Sandpack
Retaining meshPressure tappings
Test
12SPE 98308
mediadisc
Factors Affecting Sand Retention TestsFactors Affecting Sand Retention Tests
• Sand retention testing not easyg y• Tests do not relate to real world and
subject to experimental artefacts• View results with caution• Factors affecting test results:g
Wetting fluidFlow rateFlow rateChannelling
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Correct Slot Width or Micron RatingCorrect Slot Width or Micron Rating
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7 ScreenRetntn(@ P)
m2-1 12/20 prepack
Selection of test sandResults: Differential Pressure and % Sand Retention
80
90
100
c1
m3
4
5
6
12/20Prepack 40 %
230Excluder 70 %
m2 1 12/20 prepack
m2-6 12/20 prepack
m2-14 230 excluder
m2-37 250 excluder
ssur
e D
rop
(bar
)
60
70
80
%
c2
0
1
2
0 5 10 15 20 25 30 35 40
sand (g)
250Excluder 46 %
12/20Stratapac 70 %
Pre
s
30
40
50
volu
me
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7
)
c2-1 12/20 prepack
ScreenRetntn(@ P)
12/20Prepack 94 %
(g) Stratapac
10
20
2
3
4
5
pres
sure
dro
p (b
ar)
c2-5 250 excluder
c2-4 12/20 stratapac
c2-3 12/20 stratapac
c2-2 300 wire wrap
250Excluder 94 %
12/20Stratapac 95 %
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01 10 100 1000 10000
particle size (microns)0
1
0 5 10 15 20 25 30 35 40
sand (g)
Stratapac
300μmBaker sww 87 %
Sand Exclusion Devices (Filters)Sand Exclusion Devices (Filters)
• Based on SlotsSl tt d LiSlotted LinerPunched Slot Liner Wi W dWire-Wrapped Screen
• Based on PoresBased on PoresPre-Packed ScreenShrouded MetalShrouded Metal Mesh ScreenExpandable Screen
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p• Other
Sand Exclusion Devices (Filters)Sand Exclusion Devices (Filters)
ISO Sand ControlISO Sand Control Screens Standard, ISO 17824
Scheduled to be sent to ballot in February 2008
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ISO Sand Control Screens Standard, ISO 17824ISO Sand Control Screens Standard, ISO 17824
Scope: Sand Control Screens are
• Provide sand retention of the gravel pack and/or
mechanical filtration or retention devices to:
formation sand• Allow passage of fluids during well clean up,
production or any stimulation activitiesproduction or any stimulation activitiesProducts covered:• Wire wrap screensWire wrap screens• Pre-pack screens• Metal mesh screens
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Punched Slot LinerPunched Slot Liner
Stainless Steel Filt ti J k tFiltration Jacket
Support Ring
Base PipeBase Pipe
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WireWire--Wrapped ScreenWrapped Screen• Came out in 1970s• Advantages
Keystone slotsHigh manufacturing efficiencyProfile materials can be stainlessProfile materials can be stainless steel
• DisadvantagesI t i i llInaccurate wire spacing can allow production of formation sand or pluggingCan be damaged when installed through doglegs, high angle and horizontal sections because of
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horizontal sections because of vertical orientation between wrapped wires and support rods
WireWire--Wrapped ScreenWrapped Screen
Slip-on screen jacket constructionJacket toBase pipe
B Pi
Base pipeweld
Base PipeAll forces transferred through end connections
Tight Fit wrap-on-pipe construction
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All forces are transferred to base pipe, and screen and base pipe behave as one unit
Rod Based Rod Based –– WireWire--Wrapped ScreenWrapped Screen
Wedge Wire(no base pipe)(no base pipe)
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PrePre--Packed ScreensPacked Screens
D l Si l Sli P k23
Dual-screenprepack
Single-screenprepack
Slim-Pak
Metal MeshMetal Mesh• Stainless steel mesh developed in 1980s
Consists of base pipe, layered filtration j k t ( t t ) d tjacket (uneven pore structure) and outer shroudLess damage occurs during installation C i i t f t i l t lCorrosion resistance of stainless steel mesh
• Sintered (diffusion bonded) stainless steel mesh introduced in 1990s
Consists of base, multi-layer sintered metal mesh jacket (uniform pore
)structure) and outer shroudSimilar damage and corrosion resistance to non-sinteredHi h i 100
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High pore size accuracy, even 100 μm diameter sand can be controlled
Metal MeshMetal Mesh
Layered with Non Uniform
PPores
SinteredSintered Laminate
with
Weave Patterns Uniform Pores
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Shrouded Metal Mesh Shrouded Metal Mesh –– Sintered ScreenSintered Screen
Base Pipe
Sintered LaminateFilter Media
Diffusion of Metal Molecules
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Shrouded Metal Mesh Shrouded Metal Mesh –– NonNon--Sintered ScreenSintered Screen
Protective Shroud
Micropore Weaves• Introduced in China
circa 2000• Uniform micropore
Weaves
Uniform micropore weave composite jacket on base pipe
Special welding technique eliminates costly sintering (diffusion bonding)Double-layer media and uniform pores improves
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uniform pores improves performance Base Pipe
Shrouded Metal Mesh ScreenShrouded Metal Mesh Screen
Stainless Steel
Base
Wool ~ 600 Darcy
Pipe
Perforated Jacket
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Guidelines for Screen SelectionGuidelines for Screen Selection
Select largest slot size or micron rating possible (under confines of required retentionpossible (under confines of required retention efficiency)Determine screen permeability if convenientDetermine screen permeability if convenientLarger open area of screen is betterScreen strength should be consideredScreen strength should be considered (protective shrouds, etc.)
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