anadrill - 2 days stuck pipe .pps[1]

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Stuck Pipe Prevention Prentice & Hill, LLC Second Day

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Page 1: Anadrill - 2 Days Stuck Pipe .Pps[1]

Stuck Pipe Prevention

Prentice & Hill, LLC

Second Day

Page 2: Anadrill - 2 Days Stuck Pipe .Pps[1]

Differential StickingCauses

High Differential Pressures• Excessive Mud Weight• Drawn Down Formations• Poor Well Planning

Well Bore ContactPoor Filter CakeLittle or No Pipe Motion

Page 3: Anadrill - 2 Days Stuck Pipe .Pps[1]

Solids Induced Pack-off

Formation Loose w/ Little or No Bonding Insufficient Hydrostatic to Hold Back Formation

UNCONSOLIDATED FORMATIONS

Causes

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Pack-off Due to Unconsolidated Formations

Prevention

Gel up Mud / Run Hi Vis SweepsControl DrillSpot Gel Pill Prior to TOH

Plan / Anticipate:

Page 5: Anadrill - 2 Days Stuck Pipe .Pps[1]

Solids Induced Pack-off

Increase Mud Weight, if possibleUse Under-saturated Water Base MudPump Fresh Water SweepsDesign Casing to Handle Collapse Loads

CausesMOBILE / PLASTIC FORMATIONS

Formation Extrudes Into Well Bore Due to Overburden Forces.

Prevention

Proper Well Planning:

Page 6: Anadrill - 2 Days Stuck Pipe .Pps[1]

Solids Induced Pack-off

Causes

Control Drill & Ream ConnectionsAnticipate Reaming on Trips

FRACTURED / FAULTED FORMATIONS

Prevention

Loose Chunks of Rock Fall into Well Bore

Plan / Anticipate

Page 7: Anadrill - 2 Days Stuck Pipe .Pps[1]

Solids Induced Pack-off

Causes

Raise Mud Weight, if possibleSet Casing Appropriately

OVER-PRESSURED SHALE COLLAPSE

Prevention

Shale “Pops” Off Wall Due to Pressure

Plan / Anticipate

Page 8: Anadrill - 2 Days Stuck Pipe .Pps[1]

Solids Induced Pack-off

Causes

Use Inhibited Mud SystemMinimize Exposure TimeBe Prepared for “Gumbo Attack”

REACTIVE FORMATIONS

Prevention

Mud Filtrate Reacts Chemically with Formation

Plan / Anticipate

Page 9: Anadrill - 2 Days Stuck Pipe .Pps[1]

Solids Induced Pack-off

Causes

Increase Annular VelocitiesBetter Mud Properties

Subject of another section

POOR HOLE CLEANING

PreventionNot Removing Cuttings From Well Bore

Page 10: Anadrill - 2 Days Stuck Pipe .Pps[1]

Mechanical / Wellbore Geometry Sticking Causes

KEYSEATING

Minimize Dog Leg SeverityCase Off Curves Soon After BuildingUse Keyseat WiperMake Frequent Wiper TripsBack Ream Out of Hole

• Abrupt Change in Well Bore Path (Dog Leg)• Long Hole Section Below Dog Leg

Prevention

Page 11: Anadrill - 2 Days Stuck Pipe .Pps[1]

Mechanical / Wellbore Geometry Sticking Causes

UNDERGAUGE HOLE

Always Gauge Bit & Stabilizers IN and OUTRun Gauge Protected Bits & StabilizersReam Suspected Undergauge Sections

• Undergauge Bit and/or Stabilizers• Coring (Core heads slightly U.G.)

Prevention

Page 12: Anadrill - 2 Days Stuck Pipe .Pps[1]

Mechanical / Wellbore Geometry Sticking Causes

LEDGES & DOGLEGS

Run Packed Hole AssembliesReam on Trips Through Problem Zones

• Limber BHAs• Hard - Soft Interbedded Formation

Prevention

Page 13: Anadrill - 2 Days Stuck Pipe .Pps[1]

Mechanical / Wellbore Geometry StickingCauses

SHOE JOINT BACKS OFF

Do Not Overdisplace CementThread Lock Bottom 3 Joints of CasingDrill Out Carefully

Prevention

Page 14: Anadrill - 2 Days Stuck Pipe .Pps[1]

Mechanical / Wellbore Geometry Sticking Causes JUNK

Good Housekeeping on Rig FloorKeep Hole CoveredInspect Equipment Frequently

Prevention

Something Manmade is Loose in the Hole

Page 15: Anadrill - 2 Days Stuck Pipe .Pps[1]

Mechanical / Wellbore Geometry Sticking Causes

CEMENT BLOCKS

Set All Casing As Close To TD As PossibleReam Casing Shoe & Open Hole Plugs Before Drilling Ahead

Hard Cement Falls In From Casing Shoe or FromOpen Hole Cement Plug

Prevention

Page 16: Anadrill - 2 Days Stuck Pipe .Pps[1]

Mechanical / Wellbore Geometry Sticking Causes

GREEN CEMENT

Wash Down Carefully to “Top of Cement”Pre-Treat Mud Before Drilling Green Cement

Prevention

Run BHA Into Un-set Cement

Page 17: Anadrill - 2 Days Stuck Pipe .Pps[1]

Mechanical / Wellbore Geometry Sticking Causes

LINER & SQUEEZE CEMENTING

Hazards in Liner CementingToo Much ExcessOverdisplacement

Squeeze CementingHold Pressure on Back Side, If PossibleUse Cement RetainersDO NOT Cement Up a Squeeze Packer (RTTS)

Cementing Yourself in the Hole

Page 18: Anadrill - 2 Days Stuck Pipe .Pps[1]

Trend Analysis

Plot Property -vs- Depth or Time and AnalyzeDrag on each ConnectionTorque -vs- DepthPWD -vs- TimeSoap Box

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Pressure While Drilling

0

20

40

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120

1 2 3 4 5

Time

Pres

sure

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Pressure While Drilling

0

20

40

60

80

100

120

1 2 3 4 5Time

Pres

sure

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Pressure While Drilling

0

20

40

60

80

100

120

1 2 3 4 5

Time

Pres

sure

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Drag on Trip

0

1000

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5000

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7000

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80000

100000

120000

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Weight

Depth

Page 23: Anadrill - 2 Days Stuck Pipe .Pps[1]

Recovery

Our Best Preventive Efforts Have FAILED

WE’RE STUCK !!

What Do We Do Now?

Page 24: Anadrill - 2 Days Stuck Pipe .Pps[1]

Identifying the Problem: “Why are we stuck?”

Stuck Pipe Handbook Flowcharts

Page 25: Anadrill - 2 Days Stuck Pipe .Pps[1]

Problem Diagnosis

Computer Intelligent System on Network at Cambridge FacilityCharts in Front of Sedco Forex Handbook

Page 26: Anadrill - 2 Days Stuck Pipe .Pps[1]

Solving the Problem: “What do we do now?”

First Actions

Page 27: Anadrill - 2 Days Stuck Pipe .Pps[1]

Solids Induced Stuck Pipe

Stop pumps & bleed pressure to 500 psiHold pressure & cycle drill string up to MUT with no up/down movementTry pumping if pressure bleeds offBegin working pipe up/down - max 50K overpull

Formation Movement / Poor Hole Cleaning

First Actions

Page 28: Anadrill - 2 Days Stuck Pipe .Pps[1]

Solids Induced Stuck Pipe

Do not commence jarringIncrease standpipe pressure to 1500 psiWork pipeCommence secondary procedures

Continued

First Actions

Page 29: Anadrill - 2 Days Stuck Pipe .Pps[1]

Differential Sticking

Circulate at maximum allowable rateSet compression w/ 50% MUT Pull tension w/ 50% MUTSecondary Procedures

Overbalanced, Filter Cake, Contact Area

First Actions

Page 30: Anadrill - 2 Days Stuck Pipe .Pps[1]

Mechanical Sticking

Maintain circulationJar in opposite direction of last movementLight loads (50K) w/ systematic increasesSecondary procedures

Dogleg, Keyseat, Junk, Undergauge

First Actions

Page 31: Anadrill - 2 Days Stuck Pipe .Pps[1]

Locating the Problem: “Where are we stuck?

Pipe Stretch Measurements

Page 32: Anadrill - 2 Days Stuck Pipe .Pps[1]

Pipe Stretch Equation

F

LWL

000,735

L = Length of Free Pipe (ft)L = Length of Stretch (in)F = Incremental Force (lbs)W = Weight of Drill Pipe (lb/ft)

Page 33: Anadrill - 2 Days Stuck Pipe .Pps[1]

Locating the Problem: “Where are we stuck?

Pipe Stretch Measurements

“Free Point” ToolReview Stuck Pipe Handbook Procedures

Page 34: Anadrill - 2 Days Stuck Pipe .Pps[1]

Stuck Here

Pull On DP

Measure Stretch Here

Measure StretchHere

FreePointTool

Page 35: Anadrill - 2 Days Stuck Pipe .Pps[1]

Solids Induced Stuck Pipe

JarringBack off and wash over

Secondary Procedures

Page 36: Anadrill - 2 Days Stuck Pipe .Pps[1]

Differential Sticking

Attack Filter Cake -- Spotting Fluid Spot within 4 hrs of stickingOmit after 16 hrsRule of Thumb - Soak minimum 20 hrs and a maximum 40 hrs

Secondary Procedures

Page 37: Anadrill - 2 Days Stuck Pipe .Pps[1]

Pipe Releasing AgentsSpotting Fluids

Pump “shear thinning” spacerViscosity: 100 rpm value > drilling mud50 to 100 bbl spacerCalculate volume of PRA - ExampleSpot at highest allowable pump rateWork pipe (up/down, torque) while soaking

Page 38: Anadrill - 2 Days Stuck Pipe .Pps[1]

Differential Sticking

Reduce Hydrostatic• Cut Mud Weight• “U Tube” - Kick it free• Caution - Well May Come In

Back Off and Wash Over

Secondary Procedures

Page 39: Anadrill - 2 Days Stuck Pipe .Pps[1]

Mechanical Sticking

Jar in opposite direction of last pipe movementBack Off and Wash Over

Secondary Procedures

Page 40: Anadrill - 2 Days Stuck Pipe .Pps[1]

Acid Pills

Calcium Formations, Strip Filter CakeTypically 7.5% to 15% HClCover stuck zonePump acid quickly to bitLarge water spacersWork pipe while soakingCirculate out after 5 minutes

Secondary Procedures

Page 41: Anadrill - 2 Days Stuck Pipe .Pps[1]

Fresh Water Pills

Mobile SaltCover stuck zone plus 20 bbl inside drill stringOBM - Viscous weighted spacerMaintain overpull while soakingRepeat after 2 hrs

Secondary Procedures

Page 42: Anadrill - 2 Days Stuck Pipe .Pps[1]

Drilling Jars - Benefits

Jar stuck pipe immediatelyMinimize fishing / sidetrack potentialMinimize surface loads (safety)Something to do while waiting on tools

Page 43: Anadrill - 2 Days Stuck Pipe .Pps[1]

Mechanical Jars

Most basic type of jarSliding sleeve inside shoulder sleeveHolding mechanism locks hammerOverpull stretches drill stringSudden release when holding mechanism is overcome

Page 44: Anadrill - 2 Days Stuck Pipe .Pps[1]

Mechanical Jars - Advantages

Remain locked until loadedMore freedom of placement in stringNo special tripping proceduresDo not jar unexpectedlyShort jar cycleCostAvailability

Page 45: Anadrill - 2 Days Stuck Pipe .Pps[1]

Mechanical Jars - Disadvantages

Load may not be variedJarring immediate once load is reachedLarge shock to hoisting equipmentRig may not pull over holding forceDifficult to load in deviated wellbores

Page 46: Anadrill - 2 Days Stuck Pipe .Pps[1]

Hydraulic Jars

Oil reservoir w/ orifice & bypass valveOil bleeds slowly until piston reaches bypass valveHydraulic delay

Page 47: Anadrill - 2 Days Stuck Pipe .Pps[1]

Hydraulic Jars - Advantages

Allows time to set drilling brakeNo torque needed to operateTorque does not affect loadVaried impact forceUse in deviated holes

Page 48: Anadrill - 2 Days Stuck Pipe .Pps[1]

Hydraulic Jars - Disadvantages

May jar unexpectedlyTripping more time consumingLonger jar cycleMore expensiveAvailability

Page 49: Anadrill - 2 Days Stuck Pipe .Pps[1]

Reasons Jars Fail to Fire

Incorrect weight - calculation incorrectPump open force exceeds compression forceStuck above jarJar mechanism failedJar not cockedDrag too high to load jar

Page 50: Anadrill - 2 Days Stuck Pipe .Pps[1]

Reasons Jars Fail to Fire (cont.)

Jar firing not felt at surfaceTorque trapped in mechanical jarNo patience

Page 51: Anadrill - 2 Days Stuck Pipe .Pps[1]

Accelerators - Functions

Compensate for short stringCompensate for hole drag slowing contractionAct as a reflector to jar shock waveIntensify jar blow

Page 52: Anadrill - 2 Days Stuck Pipe .Pps[1]

Jar / Accelerator PlacementConsiderations

Sticking pointJar direction requiredDifferential riskNeutral point of tension / compressionBuckling point Drag in the hole sectionDepth of hole section

Page 53: Anadrill - 2 Days Stuck Pipe .Pps[1]

Placement - Vertical Holes

Above buckling point at maximum WOBTwo DC’s above jarsNo stabilizers above jarsAccelerators needed in shallow hole sections

Page 54: Anadrill - 2 Days Stuck Pipe .Pps[1]

Placement - Deviated Holes

Do not run jars buckledAvoid tension / compression neutral pointCalculate measured weight reading requiredAccount for hole drag

Page 55: Anadrill - 2 Days Stuck Pipe .Pps[1]

Jar Placement Programs

Do not typically account for bucklingAccurately calculate and account for pump open forcesMaximize jar impact at stuck point

Example - Griffith Oil Tools

Page 56: Anadrill - 2 Days Stuck Pipe .Pps[1]

Fishing - OvershotsCatches OD of fishRight hand torque operatedAlways run a bumper subCirculating sub Basket grapple

More sturdy, Easier to releaseSpiral grapple

Stronger hold, Use in slim holeWall hooks

Page 57: Anadrill - 2 Days Stuck Pipe .Pps[1]

Fishing - Spears

Catches ID of pipeConsider stop ringRisk back off of wash pipe Rope spears

Page 58: Anadrill - 2 Days Stuck Pipe .Pps[1]

Fishing - Taps

Use when overshot or spear cannot be usedTaper Tap - Screws inside fishBox Tap - Screws over fishCannot be released & subject to breakageString shot cannot be run through taper tapExcessive torque will split box tap

Page 59: Anadrill - 2 Days Stuck Pipe .Pps[1]

Fishing - Junk

MagnetsJunk Baskets“Confusion Blocks”Mills

Pilot, Tapered, Concave, Flat-Bottom, Section, Fluted, Watermelon

Page 60: Anadrill - 2 Days Stuck Pipe .Pps[1]

Fishing - Milling

PilotTaperedConcaveFlat-BottomSectionFlutedWatermelon

Page 61: Anadrill - 2 Days Stuck Pipe .Pps[1]

Washover OperationsRun minimum size required - ¼” clearance inside, ½" clearance outsideMaximum length 600' drill pipe, 300' BHAConditioning tripEasy to differentially stickRun jars in deeper hole sectionsSteady feed when cutting formation“Jerky” feed when going over tool joints

Page 62: Anadrill - 2 Days Stuck Pipe .Pps[1]

Washover Shoes

Short tooth mills (mill tooth) for medium to hard formationsLong tooth mills for soft formations

Cut fasterHang easierHarder to get over top of fish

Flat bottom for stabilizers, reamers, tool joints, etc.

Page 63: Anadrill - 2 Days Stuck Pipe .Pps[1]

Solving the Problem: “What do we do now?”

THE OTHER OPTION:

S I D E T R A C K• Free Point and Back Off as Deep as Possible• Go Around the Fish

Page 64: Anadrill - 2 Days Stuck Pipe .Pps[1]

What Do We Do Now? Sidetrack or Fish?

It’s Purely a Matter of EconomicsSidetrack is a good choice when:

Fish Inexpensive or Recovery UnlikelyHole is Cheap (read Fast) to DrillSoft Formation - Easy to Kick OffSpread Rate (Total Daily Cost) is HIGH