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7/29/2019 Welcome to Drilling Fluid Seminar - CPI
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WELCOME TO
DRILLING FLUID
SEMINAR PT. CPI, 8 AND 22
AUGUST 2001
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AGENDA
REMARKS FROM DRILLING MANAGER CLASS EXPECTATION
DRILLING SHE POLICYMUD WASTE MINIMIZATIONCLAY CHEMISTRY AND INHIBITIONDRILLING FLUIDSOLID CONTROL EQUIPMENTMUD REPORTOTHERS
CERTIFICATION TEST
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CLASSEXPECTATION
PLEASE SPEAK UP
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ATTENDEES EXPECTATION
ELIMINATE SHE INCIDENT ANDACCIDENTSSTRENGTHENED COOPERATIONIMPROVE KNOWLEDGESHARE EXPERIENCEACHIEVE OPTIMUM DRILLINGFLUID COST AND WELL COST
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DRILLING SHEPOLICY
PT. CPI
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PPE
HARD HATSAFETY SHOES (ANTI SLIP, LONG)SAFETY GLASSESDUST FOE
EAR PLUGHAND GLOVESCOVERALL
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PPE
HARD HAT, SAFETY GLASSES ANDSAFETY SHOES ARE A MUSTWHENEVER WORK AT THE RIG.OTHERS PPE DEPEND ON TYPE OFJOB AND ITS PLACE.WITHOUT PROPER PPE IS NOT
ALLOWED TO WORK IN CPI
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MUD WASTE GUIDELINE
LEAD TO ACHIEVE OR EXCEEDCOMPLIANCETO FORMULATE CPIENVIRONMENTALY SOUNDDISPOSAL OF MUD WASTE
TO COMPLY GOVERNMENTREGULATION
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DRILLING SHE
PERSONAL PROTECTIVE EQUIPMENT MUD WASTE CONTROL AND
MANAGEMENT MUD WASTE REDUCTION PROGRAM MUD MIXING PROCEDURE
MSDS MUD MATERIAL HANDLING
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MUD WASTE CONTROL
SAMPLING (AS PER SOP) SURFACE SOIL FRESH MUD CUTTINGS AT TOP OF PAYZONE MUD AT TD
CUTTINGS AT TD
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TEST PROCEDURE LIMITSFOR CUTTING TO BE
BACKFILLED AT LOCATIONTHM (TCLP) < LIMITTDS (TOTAL DISSOLVED SOLID) Soft and mushy Cutting
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KCl Polymer
Improve wellbore stability and minimize cuttingdispersion
KCl concentration from 2 % to 5 % is good for low density and hard formation. Older formationreqd 3 -5%; younger clay reqd up to15 %. Mayadd form other source of K (K-Soltex)
Require low drill solid concentrationLimited by CPI requirement by 10,000 TDS.
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Principal Additives
Additive Conc.,
ppb
Function
Bentonite 5-15 Viscosity, Filtration Control
KCl 2-5 % Inhibition, source of K+ and Cl-
CFL 3-6 Defloculant
Starch 3-6 Filtration ControlCaustic Potash 0.25-
0.75Alkalinity control, Inhibition (sourceof K+) pH 9.5-10.5
PAC/CMC 0.25-1.0
Filtration Control, Viscosity
Lignite 2-4 HTHP Filtrate reducer
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Other chemicals :
XCD : enhance barite suspension; high YP.PHPA : partially hydrolyzed
polyacrilamide for encapsulation; hardnessmust be lower than 400 mg/L.Gilsonite : to plug microfracture and bridge
depleted sand
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Operating Parameter
Keep polymer concentration in range, if itis too low, it allows cuttings to disperse
that increases viscosity and addition polymer will be difficult.Keep low gravity solid in range (below 6
%) whatever the density. (SCE is critical).
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KCL maintenance
Keep LGS below 6 %. Run SCE.Constantly add PAC and or PHPA since
polymer is sheared on bit and removed byshaker (in cutting). 1 ppb PHPA every 100feet.Monitor MBT to determine the need of Polymer Remove solid as quickly as possible.
Contaminants
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ContaminantsContaminant
Indicators Treatment
High Solids Increasing solids,PV, YP,FC (thick)
Dilution. Improve SCE. Centrifugenud
Cement Increasing Pm, Pf, pH, YP, FL, FV
Minor dilution. Treat withSAPP/SodBicnat
Poor product
Erratic mud properties. Poor packaging
Document and report to office.
Salt Increasing clorides,FV, YP, GS, FL.
Kill flow. Convert mud.
Gyp/Anhydr ite
Increasing Ca2+,YP, GS, FL.Decreasing pH, Pm,Pf
Treat with SAPP, Soda Ash.
Carbonates Increasing Mf, YP,GS, FV. Decreasing
Treat with Lime. Increase pH withKOH. Keep LGS in range.
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PHPA (dry powder) Problems
Fish eyesExcessive viscosities
Extensive mixing times and coatingPlugging screen Answer : Good Shearing Device
Degraded through bit (high molecular to below molecular)
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KOH Gel - Lignite
DSF, Kotabatak, etc.
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Purposes
Inhibitive (by the presence of K+)Low TDS (no chloride)
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KOH-Gel-Lignite
Advantages Disadvantages
Inhibitive by reducing
hydration of clayEconomic. Filtrationcontrol by Lignite andBentoniteSimpleThermal stability
Intolerant to
contaminants such assalt, Ca2+, cement,solids, carbonates andanhydrite
Dispersive
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Principal Additives
Additive Conc.,
ppb
Function
Bentonite 15-25 Viscosity, Filtration Control
Lignite 5-8 % Filtrate control; Deflocculation
Caustic Potash 0. 5-1.5
Alkalinity control, Inhibition(source of K+) pH 9.5-10.5
PAC/CMC 0.25-1.0
Filtration Control, Viscosity
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Maintenance
LGS below 6 %K+ is kept in range
Contaminants are kept in acceptable range
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Completion/HorizontalFluid
KCl-HECXCD Polymer
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Types of fluids
Clear, solids free brine (HEC-KCl) in DSFPolymer-viscosified brines with
bridging/weighting agents (XCD Polymer)
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KCL-HEC
Advantages Solids free Inhibitive Densified ReusableDisadvantages No Fluid Loss Control Limited weight
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XCD Polymer
Advantages Solids free Inhibitive Densified Fluid loss control Acid soluble
Disadvantages Expensive
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Notes
Ground Marble 1/3 1/7 pore diameter Hard /difficult to break 13 18 ppb Fine; 7-2 ppb Coarse
Materials XCD (2 2.5 ppb)
PAC/CMC (4.0 5.0 ppb) KCl (1-3 %) KOH (0.2 0.4 ppb)
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Properties
High LSRV6 rpm = 12 20
FL = < 7 ccYP = 30-45
pH = 9.5-10
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SOLID CONTROLEQUIPMENT
The most abusedequipment at rig ??
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Solids Control
For every 5 % increaseIn
Solid removal efficiencyWill
Cut 17 % Mud Cost
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Solids Control
$ 45 = 1bbl of fresh mud75 % efficiency
Mud bill for 12 $ 200,000 If 85 % efficiencyMud bill $ 132,000
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Why SCE is important ?
Reduce LGS Increase life of pump Increase ROP Maintain good mud propertiesReduce dilutionReduce CostReduce wasteEtc.
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Solids
The life of a drill cutting must be shortRemoved as soon as possible (by Shaker)
Bottoms up Easy Twice Hard Third times Invisible
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Implementation :
Record all SCE performance Shaker : coverage Hydroclones : Pressure\ Centrifuge : Mud cut Solid removal efficiency Efficiency of each SCE
Mud cuttings ratio Equipment performance/failure
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Solid tolerance
Mud type is important factor KLM ; more tolerant
KCl Polymer; least tolerant XCD Polymer; not at all (free solid)
Drill solid content of 3-4 % by volume
LGS at 6-7 %Maximum MW without barite is 9.1 ppg
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Do not allow solid to degrade
Area of degraded Volume 1 m3 = 6 m2 (8 cubes) 12 m2 (27 cubes) 36 m2 (6216 cubes)High solids high surface area Limitfree water poor Rheology, filter cake,inhibition, more chemicals needed,dilution, etc.
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Shale shakers :
The most important SCERemove solid before degrade
Effective (as small as possible) screen must beusedDownstream SCE depend on shaker Check the vibration patternsDo not spray directly to screen
Never bypass screen
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Hydroclones
75 feet head pressureSpray type
Frequent checking and cleaningCalibration by using water
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Centrifuge
Decanting system (pouring liquid soslowly that sediment on bottom
undisturbed)Remove LGS (5 u)
d l
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Ideal SCE
Shakers with 230 mesh (cut point 74 u)Centrifuge (cut point at 5 u)
Mechanical separation will take outmajority of solidDump and Dilution is the LAST tool
l
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Conclusion
Higher pump rate and ROPFiner screen reduce degradationLess use of Hydroclones and mud cleaners.Reduced wasteReduced costHigher drilling efficiency
Improved Rheology due to low LGSLower mud viscositiesReduced Drilling problems
Figure 1: Simple Mass Balance
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Solids ControlSystem
Cuttings
Pile
Surface Volumeis 1000 bbls
17-1/2 Hole
Efficiency
is 80%
1000 Mof Hole
976 bbls drilled solids generated
6.29 bbls/Cu. M
1562 bbls DrilledSolids Discarded
195 bbls DrilledSolids in Mud
9.9% Solidsin the Mud
Figure 2: Waste Generation with no solids control
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Solids Control
System
Cuttings
Pile
17-1/2 Hole
Efficiency
is 0%
1000 Mof Hole
976 bbls drilled solidsgenerated
No DrilledSolids Discarded
We would need19,520 bbls oftotal volumeto dilute the
drilled solidsto 5%
Worst Case With No
Solids Control
Figure 3: Waste Generation with no dilution
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Solids ControlSystem
CuttingsPile
Surface Volume
is 1000 bbls
17-1/2 Hole
1000 Mof Hole
976 bbls drilled solidsgenerated
1754 bbls DrilledSolids Discarded
99 bbls DrilledSolids in Mud
at 5% solids
For No Dilutionto occur, 90%
efficiency mustbe achieved
Figure 4: Summary of Waste Generation
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Efficiency Solids Liquids Total0 0 19,520 19,520
30 586 13,665 14,251
70 1,367 5,857 7,22490 1,754 1,976 3,730
Using 5% solids limit tolerated in mud(total volume is 1,976)
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LithologyCategories
2 4 8 16 32 64 128 250 500 1000
Dispersive Shale 16 34 34 16
Shale 16 34 34 16
Sandstone 16 34 50
Gravel, hard 16 84
Carbonates 16 34 50
Figure 5: Cuttings Distribution
Percentage less than indicated micron size
No Removal Centrifuge Hydrocyclones Shale Shakers
Figure 6: Example of unconsolidated cuttings distribution
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Description of FormationPercentage
Encountered in
Interval
Description
Percentageof SolidsMeeting
Description
Dispersive Shale, Clay, Mudstone 40 No Removal 26.4
Shale, Silt, Siltstone 40Remove only
with Centrifuge27.2
Sand, Sandstone 20Remove with
Hydrocyclones23.2
Gravel, Gyp, Pyrite, Granite 0Remove with
Shakers
23.2
Others such as Carbonates 0
Figure 7: More Detailed Mass Balance
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Sand Trap Whole MudHole Size (in) 17.500 Dump Vol (bbls) 50 250
Surf Volume (bbls) 2000 Dump % 20 10Efficiency (%) 30 Dump Solids (bbls) 10 25
Solids Tolerated (%) 7Solids Balance
Depth Hole Vol Total Vol Removal Sand Trap* Tolerated hole Mud Dumped**1000 1,669.5 3,669.5 500.8 200.0 256.9 711.82000 3,339.0 5,339.0 1,001.7 400.0 373.7 1,563.63000 5,008.5 7,008.5 1,502.5 600.0 490.6 2,415.34000 6,678.0 8,678.0 2,003.4 800.0 607.5 3,267.1
* Sand trap dumped every 50 feet Discard BalanceRemoval Sand Trap Tolerated Whole Mud Dumped Total
** Whole mud dumped on average 1,001.7 1,000.0 7,117.8 9,119.5of every 30 feet 2,003.4 2,000.0 15,635.5 19,638.9
3,005.1 3,000.0 24,153.3 30,158.44,006.8 4,000.0 8,678.0 32,671.1 49,355.8
Ratio of discard 7.4to hole volume
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OTHERS
CONTAMINANTSHOLE STABILITY
BIT BALLING/GUMBOHOLE CLEANINGS
LOST CIRCULATIONMUD REMOVAL
CONTAMINANTS
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CONTAMINANTS
SOLIDS KEEP LGS BELOW 6 %
CEMENT DRILL WITH WATER IF
POSSIBLE TREAT WITH
SODBICNAT
CARBONATES MF/PF RATIO IS HIGH PH DROP HIGH VISCOSITY, GEL,
FL, ETC. TREAT WITH LIME
MANAGE SOLIDSCONTENTLOOK FOR CONTAMINATION ALLTHE TIMETEST FOR CARBONATESROUTINELYHAVE STRATEGY FOR DRILLING CEMENTKEEP MUD PROPERTIESUNDER CONTROLHAVE CHEMICALSTRETAMENT AT RIG
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BIT BALLING
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BIT BALLINGWhat is the process ? Bit cut dry rock Interaction with mud cuttings move from
dry to plastic to wet. Cutting in plastic state cause ballingThe bit balling severity : Formation dispersability Free water content Polymer content Solids contentTo solve : Add more free water
Reduce polymer content (increase water loss) Reduce solid content Add lubricant Good hydraulic and bit design
LOST CIRCULATIONS
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LOST CIRCULATIONS
PREVENTION LCM in mud while drillingCURING Spot LCM on bottom, wait for healing, try
several 2-3 times with bigger volumeCONSIDER TO USE NON DAMAGINGLCMDISCUSS WITH OFFICE
MUD REMOVAL FOR
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CEMENTINGMinimum twice bottom upSweep with pills
Reduce PV, YPGood hole cleaningWater ahead if possible (6 minutes contact time)Keep pipe movingApply recommended cementing practices
HOLE CLEANINGS
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HOLE CLEANINGS
Improved by : Optimum flow rate Viscosity especially 6 rpm, 3 rpm and LSRV
Rate of penetration Hole cleaning pills
High viscosity High density Low viscosity
Pipe rotation, Drill pipe eccentricity, Mud weight,Cutting density, Cutting size
ARE WE CLEANING THE HOLE ?
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MUD REPORT
DIMS (NEWDRILLING
REPORTINGSYSTEM)
Mud Report
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Mud Report
Subjects to covered are : Volume Control Data Chemistry
Rheology Geology Cost Waste
SCE Treatment Evaluation
The Most Important Thing :
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The Most Important Thing :
Mud Engineer COMMENT
Comments :
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Comments :
Should direct the reader to the importantdata
Make connection between what happenedand what is about to occur Should demonstrate proactive thinking
Honestly, no hidden agenda.
Rheology :
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Rheology :
Must be tested (partially) every hour or less and record in Mud Engineer book.
Must be reported for three complete test per day (every 8 hours or in criticaloperation)
Do not report only the good/ideal mud properties.
What is the important stuff ?
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What is the important stuff ?
Footage drilledSCE performance (write down completely)Product concentration and performanceHole cleaningCuttings conditionCuttings volume (Mud Cutting Ratio = 5-7)
Waste generatedProperties trend trackingContaminants, etc
Mud Report (DIMS)
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Mud Report (DIMS)
Mud Engineer must enter reportcompletely into DIMS computer
DIMS has complete Mud report (you haveto be patient and diligent)