• No results found

1 Drilling Engineering II PPT

N/A
N/A
Protected

Academic year: 2021

Share "1 Drilling Engineering II PPT"

Copied!
235
0
0

Loading.... (view fulltext now)

Full text

(1)

Drilling Engineering

Drilling Fluids

Dr. Imre FEDERER Associate Professor

(2)

Drilling Fluids

• Functions Of Mud

• Drilling Mud Additives • Drilling Fluid Types • Drilling Mud Properties • Drilling Fluid Selection • Drilling Mud Problems • Solids Control

(3)

Drilling Fluids

• To remove the drilled cuttings from the hole. – Viscosity, Mud Weight.

• To suspend the cuttings when circulation is stopped – Gel strength, Yield Point, Mud Weight.

• To control BHP pressure greater than formation pressure. – Mud weight.

• To cool and lubricate the bit and drillpipe. • To prevent the walls of the hole from caving.

– Formation of a stable mud cake on the walls of wellbore. • To prevent or minimize the damaging effects to the formation.

– Clay stabilizer additives

(4)

Drilling Fluid Additives

(5)

Drilling Fluid Additives

Weighting Materials

Barite (BaSO4)

• Barite (or barytes) is the most commonly used weighting material. • Barium sulphate has a specific gravity in the range of 4.20 - 4.60

• It is preferred because of its low cost and high purity.

• It is used when mud weights in excess of 10 ppg are required. • Barite can be used to achieve densities up to 2.28 s.g (22.0 ppg) in

both water- based and oil -based muds.

– At very high mud weights the rheological properties of the fluid become

difficult to control.

(6)

Drilling Fluid Additives

Weighting Materials

Calcium carbonate (CaCO3)

• Advantage: its ability to react and dissolve in hydrochloric acid.

• Filter cake formed on productive zones can be easily removed. • CaCO3 is dispersed in oil muds more readily than is barite. • Its low specific gravity (2.60 - 2.80) limits the mud weight.

• The maximum density of mud to about 1.44 g/cm3 (12.0 ppg)

• Calcium carbonate is available as limestone or oyster shells.

Dolomite is a calcium - magnesium carbonate

• Dolomitre specific gravity of 2.80 - 2.90.

• The maximum mud density achieved is 1.60 s.g. (13.3 ppg).

(7)

Salt Brines

Fluid Practical Maximum Density kg/l (ppg) Caesium Formate 2.36 (19.7) Potassium Formate (KHCO2) 1.60 (13.3) Sodium Formate (NaHCO2) 1.33 (11.1)

Sea water 1.02 (8.5)

Brine-sodium chloride (NaCl) 1.18 (9.8) Brine-potassium chloride (KCl) 1.17 (9.7) Brine-calcium chloride (CaCl2) 1.38 (11.5) Brine-calcium bromide (CaBr2) 1.80 (15.0) Brine-zinc bromide (ZnBr2) 2.18 (18.1)

(8)

Crystallization Point of Brines

Weight Crystallization Point

kg/l ppg oC oF

Sodium Chloride (NaCl)

1,02 8.5 -2 29

1,08 9.0 -7 19

1,14 9.5 -16 6

1,2 10.0 -4 25

Calcium Chloride (CaCl2)

1,02 8.5 -1 30 1,14 9.5 -13 9 1,2 10.0 -22 -8 1,26 10.5 -37 -36 1,32 11.0 -30 -22 1,38 11.5 +2 35

Calcium Chloride/Bromide (CaCl2/Br2)

1,44 12.0 12 54

1,56 13.0 15 59

1,68 14.0 17,7 64

(9)

Drilling Fluid Additives

Materials used as viscosifiers Viscosifiers

• High viscosity provide the ability of cutting transport.

• Low viscosity provide low pressure loss in the circulation system. • Solids removal efficiency increase when the viscosity is decrease.

(10)

Relationship Between Function Of A Polymer In A

Drilling Fluid

(11)

Filtration Control Materials

• Filtration Control Materials

• Filtration control agents are compounds which reduce the amount of fluid that will be lost.

• from the drilling fluid into a subsurface formation due, essentially, to the differential between the hydrostatic pressure of the fluid and the formation pressure.

• Bentonite, polymers,

• starches and thinners or deflocculants all function as filtration control agents.

(12)

Filtration Control Materials

• Bentonite is the "backbone" of clay based mud systems. It imparts viscosity and suspension • as well as filtration control. The flat, "plate like" structure of bentonite packs tightly together • under pressure and forms a firm compressible filter cake, preventing fluid from entering the • formation

• Polymers such as Polyanionic cellulose (PAC) and Sodium Carboxymethylcellulose (CMC) • reduce filtrate mainly when the hydrated polymer chains absorb onto the clay solids and plug • the pore spaces of the filter cake p preventing fluid seeping through the filter cake and

• formation. Filtration is also reduced as the polymer viscosifies the mud thereby creating a • viscosified structure to the filtrate making it difficult for the filtrate to seep through.

• Starches function in a similar way to polymers. The free water is absorbed by the sponge like • material which aids in the reduction of fluid loss. They form very compressible particles that • plug the small openings in the filter cake.

• Thinners and deflocculants function as filtrate reducers by separating the clay flock‟s or • groups enabling them to pack tightly to form a thin, flat filter cake.

(13)

Rheology Control Materials

• Basic rheological control is achieved by controlling the concentration of the primary • viscosifiers used in the drilling fluid system. However, when efficient control of viscosity • and gel development cannot be achieved by control of viscosifier concentration, materials • called "thinners", "dispersants", and/or "deflocculants" are added. By definition, these are • materials that cause a change in the physical and chemical interactions between solids and/or • dissolved salts such that the viscous and structure forming properties of the drilling fluid are • reduced.

• Thinners are also used to reduce filtration and cake thickness, to counteract the effects of • salts, to minimize the effect of water on the formations drilled, to emulsify oil in water, and • to stabilize mud properties at elevated temperatures.

• Materials commonly used as thinners in water based clay containing drilling fluids can be • broadly classified as: (1) plant tannins, (2) lignitic materials, (3) lignosulfonates, and (4) low • molecular weight, synthetic, water soluble polymers.

(14)

Alkalinity and pH Control

Materials

• The pH affects several mud properties including:

• detection and treatment of contaminants such as cement

and soluble carbonates

• solubility of many thinners and divalent metal ions such

as calcium and magnesium

• Alkalinity and pH control additives include the alkali and

alkaline earth hydroxides; NaOH,

• KOH, Ca(OH)2, NaHCO3 and Mg(OH)2. These are

compounds used to attain a specific pH

• and to maintain optimum pH and alkalinity in water base

fluids Among the materials most

(15)

• Lubricating Material

• Lubricating materials are used mainly to reduce

friction between the wellbore and the

• drillstring. This will in turn reduce torque and

drag which is essential in highly deviate and

• horizontal wells.

• Lubricating materials include: oil (diesel, mineral,

animal, or vegetable oils), surfactants,

• fatty alcohol, graphite, asphalt, gilsonite, and

polymer or glass beads

(16)

Shale Stabilizing Materials

• There are many shale problems (see Chapter 14) which may be encountered while drilling sensitive highly hydratable shale sections.

• Shale stablisers include: high molecular weight natural or synthetic polymers • (polyacrylics/polyamines), asphaltic hydrocarbons, potassium and calcium salts,

glycols, and certain surfactants and lubricants.

• Essentially, shale stabilization is achieved by the prevention of water contacting the open shale section. This can occur when the additive encapsulates the shale or when a specific ion such as potassium actually enters the exposed shale section and

neutralise the charge on it.

• Field evidence indicates that polymers do not provide on their on complete shale • stabilisation and that soluble salts must also be present in the aqueous phase to

(17)

• .D r. i.l .l i.n . g. . F. .l u. .i d. . T. .y . p. e. .s

• A drilling fluid can be classified by the nature of

its continuous phase, i.e. what the fluid is

• based on, or built from. The three types of

drilling fluid are:

• 1. Water Based Muds

• 2. Oil Based Muds

(18)

Water Based Mud

• Water Based Mud

• These are fluids where water is the continuous

phase. The water may be fresh, brackish or

• seawater, whichever is most convenient and

suitable to the system.

• The following designations are normally used to

define the classifications of water base

• drilling fluids:

(19)

Water Based Mud

• 2. Non-dispersed - Inhibited

• 3. Dispersed - Non-inhibited

• 4. Dispersed - Inhibited

• “Dispersed” means that thinners have been

added to scatter chemically the bentonite (clay)

• and reactive drilled solids to prevent them from

building viscosity.

• “Non-Dispersed” means that the clay particles

are free to find their own dispersed

(20)

Water Based Mud

Inhibited means that the fluid contains inhibiting ions such as chlorine, potassium or

• calcium or a polymer which suppresses the breakdown of the clays by charge association and • or encapsulation.

Non-Inhibited means that the fluid contains no additives to inhibit hole problems.

Non-inhibited - non-dispersed fluids do not contain inhibiting ions such as chloride (Cl-),

• calcium (Ca2+) or potassium (K+) in the continuous phase and do not utilize chemical • thinners or dispersants to effect control of rheological properties.

Inhibited - non-dispersed fluids contain inhibiting ions in the continuous phase, however

• they do not utilize chemical thinners or dispersants.

Non-inhibited dispersed fluids do not contain inhibiting ions in the continuous phase, but

• they do rely on thinners or dispersants such as phosphates, lignosulfonate or lignite to • achieve control of the fluids' rheological properties.

Inhibited dispersed contain inhibiting ions such as calcium (Ca2+) or potassium (K+) in the

• continuous phase and rely on chemical thinners or dispersants, such as those listed above to • control the fluids rheological properties.

(21)

PRACTICAL RIG HYDRAULICS

Dr Federer Imre

Associate Professor

(22)

• Rheological models are mathematical equations used to predict fluid behaviour.

(23)

BINGHAM PLASTIC MODEL

The Bingham Plastic model describes laminar flow using the following equation:

τ= YP + PV * (γ)

• τ = measured shear stress in lb/100 ft2 • YP = yield point in lb/100 ft2

• PV = plastic viscosity in cP • γ = shear rate in sec ^(–1) PV = θ600 – θ300

YP = θ300 – PV

YP = (2 × θ300) – θ600

The Bingham Plastic model usually overpredicts yield stresses (shear stresses at zero shear rate) by 40 to 90 percent.

The following equation produces more realistic values of yield stress at low shear rates:

YP (Low Shear Rate)= (2 × θ3) - θ6

This equation assumes the fluid exhibits true plastic behaviour in the low shear rate range only.

(24)

POWER LAW MODEL

The Power Law model assumes that all fluids are pseudoplastic

in nature and are defined by the following equation: τ = K *(γ)^n

• τ = Shear stress (dynes / cm2) • K = Consistency Index • γ = Shear rate (sec-1) • n = Power Law Index

The constant “n” is called the POWER LAW INDEX and its value indicates the degree of non-Newtonian behaviour over a given shear rate range. The constant “n” has no units.

The Power Law model actually describes three types of fluids, based on the value of 'n':

• n = 1: The fluid is Newtonian • n < 1: The fluid is non-Newtonian • n > 1: The fluid is Dilatent

The “K” value is the CONSISTENCY INDEX and is a measure of the the thickness of the mud. An increase in the value of 'K'

indicates an increase in the overall hole cleaning effectiveness of the fluid. The units of 'K' are either lbs/100ft^2, dynes-sec or N/cm^2.

Hence the Power Law model is mathematically more complex than the Bingham Plastic model and produces greater accuracy in the determination of shear stresses at low shear rates.

(25)
(26)

HERSCHEL-BUCKLEY (YPL) MODEL

The Herschel-Bulkley model describes the rheological behaviour of drilling muds more accurately than any other model using the following equation:

τ = τo + K * (γ)^n

• τ = measured shear stress in lb/100 ft^2

• τo= fluid's yield stress (shear stress at zero shear rate) in lb/100 ft2

• K = fluid's consistency index in cP or lb/100 ft sec^2 • n = fluid's flow index

• γ= shear rate in sec^(-1)

The YPL model is very complex and requires a minimum of three shear-stress/shear-rate measurements for a solution.

(27)

PRACTICAL HIDRAULICS EQUATIONS

The procedure for calculating the various pressure losses in a circulating system is summarised below:

1. Calculate surface pressure losses using: P1 = E * ρ^0.8 * Q^1.8 * PV^0.2

2. Decide on which model to use: Bingham Plastic or Power Law.

3. Calculate pressure loses inside the drillpipe first then inside drillcollars.

4. Divide the annulus into an open and cased sections. 5. Calculate annular flow around drillcollars (or BHA). 6. Repeat step four for flow around drillpipe in the open

and cased hole sections.

7. Add the values from step 1 to 5, call this system losses. 8. Determine the pressure drop available for the bit = pump

pressure - system losses

9. Determine nozzle velocity, total flow area and nozzle sizes

For step 3. :

• Calculate critical velocity of flow

• Calculate actual average velocity of flow

• Determine whether flow is laminar or turbulent by comparing average velocity with critical velocity. If average velocity is less than critical velocity the flow is laminar.If average velocity is greater than critical velocity the flow is turbulent.

• Use appropriate equation to calculate pressure drop

For step 5. :

• Calculate critical velocity of annular flow

• Calculate actual average velocity of flow in the annulus

• Determine whether flow is laminar or turbulent by comparing average velocity with critical velocity. If average velocity is less than critical velocity the flow is laminar.If average velocity is greater than critical velocity the flow is turbulent.

(28)

BINGHAM PLASTIC MODEL

PIPE FLOW – ANNULAR FLOW

PIPE FLOW:

Determine average velocity and critical velocity:

If average velocity > critical velocity flow is turbulent, use:

If average velocity < critical velocity flow is laminar, use: ANNULAR FLOW:

Determine average velocity and critical velocity:

If average velocity > critical velocity flow is turbulent, use:

(29)

POWER LAW MODEL

PIPE FLOW - ANNULAR FLOW

Determine n and K from:

PIPE FLOW:

Determine average velocity and critical velocity:

If average velocity > critical velocity flow is turbulent, use:

(30)

POWER LAW MODEL

PIPE FLOW - ANNULAR FLOW

ANNULAR FLOW:

Determine average velocity and critical velocity:

If average velocity > critical velocity flow is turbulent, use:

(31)

PRESSURE LOSS ACROSS BIT

The object of any hydraulics programme is to optimise pressure drop across the bit such that maximum cleaning of bottom hole is achieved.

For a given length of drill string (drillpipe and drill collars) and given mud properties, pressure losses P1, P2, P3, P4 and P5 will remain constant. However, the pressure loss across the bit is greatly influenced by the sizes of nozzles used, and the latter determine the amount of hydraulic horsepower available at the bit.

To determine the pressure drop across the bit, add the total pressure drops across the system, i.e. P1 + P2 + P3 + P4 + P5, to give a total value of Pc (described as the system pressure loss). Then determine the pressure rating of the pump used. If this pump is to be operated at, say, 80-90% of its rated value, then the pressure drop across the bit is simply pump pressure minus Pc.

Procedure

1. From previous calculations, determine pressure drop across bit, using:

2. Determine nozzle velocity (ft/s):

3. Determine total area of nozzles (in^2):

(32)

OPTIMISATION OF BIT HYDRAULICS

All hydraulics programmes start by calculating pressure

drops in the various parts of the circulating system.

Pressure losses in surface connections, inside and around

the drillpipe, inside and around drill collars, are calculated,

and the total is taken as the pressure loss in the circulating

system, excluding the bit.

(33)

SURFACE PRESSURE

Once the system pressure losses, Pc, is determined, the questions is how much pressure drop can be tolerated at the bit (Pbit). The value of Pbit is controlled entirely by the maximum allowable surface pump pressure. Most rigs have limits on maximum surface pressure, especially when high volume rates – in excess of 1000 gpm are used. In this case, two or three pumps are used to provide this high quantity of flow. On land rigs typical limits on surface pressure are in the range 2,500 – 3000 psi for well depths of around 12,000 ft. For deep wells, heavy duty pumps are used which can have pressure ratings up to 5,000 psi.

Hence, for most drilling operations, there is a limit on surface pump pressure, and the criteria for optimising bit hydraulics must incorporate this limitation.

(34)

HYDRAULIC CRITERIA

There exist two criteria for optimising bit hydraulics: (1) maximum bit hydraulic horsepower (BHHP); and (2) maximum impact force (IF). Each criterion yields difference values of bitpressure drop and, in turn, different nozzle sizes. The engineer is faced with the task of deciding which criterion he is to choose. Moreover, in most drilling operations the flow rate for each hole section has already been fixed to provide optimum annular velocity and hole cleaning. This leaves only one variable to

optimise: the pressure drop across the bit, Pbit. We shall examine the two criteria in detail and offer a quick method for optimising bit hydraulics.

(35)

MAXIMUM BIT HYDRAULIC HORSEPOWER

The pressure loss across the bit is simply the difference between the standpipe pressure and Pc. However, for optimum hydraulics the bit pressure drop must be a certain fraction of the maximum available surface

pressure. For a given volume flow rate, optimum hydraulics is obtained when the bit hydraulic horsepower assumes a certain percentage of the available surface horsepower. In the case of limited surface pressure, the maximum pressure drop across the bit, as a function of available surface pressure, produces maximum

hydraulic horsepower at the bit for an optimum value of flow rate as shown below:

In the literature several values of n have been proposed, all of which fall in the range 1.8 - 1.86. Hence, when n = 1.86, the previous equation gives Pbit = 0.65 Ps. In other words, for optimum hydraulics, the pressure drop across the bit should be 65% of the total available surface pressure. The actual value of n can be determined in the field by running the mud pump at several speeds and reading the resulting pressures. A graph of Pc(=Ps - Pbit) against Q is then drawn. The slope of this graph is taken as the index n.

(36)

MAXIMUM IMPACT FORCE

In the case of limited surface pressure, it can be shown c that for

maximum impact force, the pressure drop across the bit (Pbit) is given by:

The bit impact force (IF) can be shown to be a function of Q and Pbit

according to the following equation.

(37)

NOZZLE SELECTION

Smaller nozzle sizes are always obtained when the maximum

BHHP method is used, as it gives larger values of Pbit than

those given by the maximum IF method. The following

equations may be used to determine total flow area and nozzle

sizes:

(38)

OPTIMUM FLOW RATE

The Optimum flow rate is obtained using the optimum value of Pc, n and

maximum surface pressure, Ps. For example, using the maximum BHHP

criterion, Pc is determined from:

The value of n is equal to the slope of the Pc - Q graph. The optimum

value of flow rate, Qopt is obtained from the intersection of the Pc value

and the Pc - Q graph.

(39)

MUD CARRYING CAPACITY

For effective drilling, cuttings generated by the drill bit must be removed immediately. The drilling mud carries the drill cuttings up the hole and to the surface, to be separated from the mud. The carrying (or lifting) capacity of mud is dependent on several

parameters including fluid density, viscosity, type of flow, annulus size, annular speed, particle density, particle shape and particle diameter. Other factors such as pipe

Rotation, pipe eccentricity also have some influence on the carrying capacity of mud. 1. Turbulent flow is most desirable for efficient removal of cuttings.

2.Low viscosity, low gel strength of mud are desirable properties for removal of cuttings. 3.High mud density helps to efficiently remove cuttings.

(40)

HOLE CLEANING

Efficient hole cleaning is directly dependent on the ability of mud to suspend and carry The drill cuttings to the surface. The problems associated with inefficient hole cleaning include:

1. Decreased bit life and slow penetration rate resulting from regrinding of drill cuttings.

2. Formation of hole fills near the bottom of the borehole during trips when the mud pump is off.

3. Formation of bridge in the annulus which can lead to pipe sticking.

4. Increase in annular density and, in turn, annular hydrostatic pressure of mud.

The increased hydrostatic pressure of mud may cause the fracture of an exposed weak Formation resulting in lost circulation. In practice, efficient hole cleaning is obtained by providing sufficient annular velocity to the drilling mud and by imparting desirable fluid properties.

(41)

SLIP VELOCITY

A rock particle falling through mud tends to settle out at constant velocity (zero acceleration) described as slip or terminal velocity and is given by:

For transitional flow:

(42)

TRANSPORT VELOCITY

Transport or lift velocity is defined as the difference between the annular velocity of mud and the slip velocity of particle:

It is obvious that for efficient hole cleaning, Va must be greater the Vs. Sample et al 10,11 observed that at annular velocities of less than 100 ft/min, particle slip velocity in both

Newtonian and non-Newtonian fluids is independent of the fluid annular velocity. Above an annular velocity of 100 ft/min, there appears to be a dependence of slip velocity on annular velocity.

(43)

DRILL CUTTINGS CONCENTRATION

To prevent hole problems, it is generally accepted that the volume fraction of cuttings (or

concentration) in the annulus should not exceed 5%. Therefore, the design programme for mud carrying capacity should also include a figure for the drill cuttings concentration in the annulus. The cuttings concentration is given by:

(44)

Drilling Engineering

CEMENTING OPERATIONS

Dr. Imre FEDERER Associate Professor

(45)

Cementing Operations

Functions of Cement

• Provide zonal isolation

– Primary barrier between formations

• Support axial load of casing strings and strings to be run later • Provide casing support and protection

• Support the borehole primary well control

(46)

Cement Slurry

Cement additives modify the behaviour of the cement slurry.

• Accelerators

– reduce the thickening time of a slurry and

– increase the rate of early strength development. • Retarders:

– chemicals which extend the thickening time of a slurry – to aid cement placement.

• Extenders:

– materials which lower the slurry density and increase the yield. • Weighting Agents:

(47)

Cement Slurry

Cement additives

• Dispersants:

– chemicals which lower the slurry viscosity and may also increase free water.

• Fluid-Loss Additives:

– materials which prevent slurry dehydration and reduce fluid loss to the formation.

• Lost Circulation Control Agents:

– materials which control the loss of cement slurry to weak or fractured formations.

• Miscellaneous Agents: – e.g. Anti-foam agents.

(48)

Type of additives Used Chemical composition Benefit accelerators Reducing WOC time Calcium chloride

Sodium chloride gypsum

Accelerated setting, high early strength

retarders Increasing thickening time for placement, reducing slurry viscosity Organic acids Lignosulfonates Increased pumping time Weight reducing additives

Reducing weight Bentonite gilsonite Lighter weight economy Heavy weight additives Increasing slurry weight Hematite dispersants Higher density Additives for controlling lost circulation

Bridging agent Walnut hulls Gypsum cement

Lighter fluid columns Squeezed fractured zone

Filtration-control additives

Squeeze cementing, setting long liners

(49)

Kútadatok p, T, h,

formáció

(50)
(51)

Slurry Testing

Reporting of Cement Tests

• Well Number • Well Depth

• Bottom Hole Static Temperature (BHST)

• Bottom Hole Circulating Temperature (BHCT)

• Source of cement samples, water samples and additive samples • Spacer recommendation and recipe

(52)

Slurry Testing

Lead and Tail Slurry results including:

• Cement type

• Water type, Water requirements • Additive requirements

• Slurry density, Slurry yield • Thickening time

• Heating schedule, Pressure schedule

• Rheology readings at BHCT (600-300-200-100-6-3 RPM)) • Compressive strength (8hrs-12hrs-16hrs-24hrs in psi)

(53)
(54)
(55)

Consistometer Thickening time

(56)
(57)
(58)
(59)

Compressive Strength

• Measurement of the uniaxial compressive strength of two-inch cubes of cement provides

• Indication of strength development of cement at downhole conditions.

• Slurry samples are cured for 8, 12, 16 and 24 hours at bottom-hole temperatures and pressures and the results reported in psi.

(60)

60

Compact Plug Container

Lifting Eye Cap Body Plug Release Plunger Plug Launch Indicator Detent Pin (Locks Quick-Latch in Open or Closed Position)

Quick Latch Coupler 1502 Unions

(Fluid Ports)

Plug Container Cement head

(61)

61 Top & Bottom Cementing Plug

Cementing Equipment

Float Shoe Guide Shoe Float Collar

Will rupture with pressure

(62)

9 5/8”

13 3/8” 18 5/8”

7”

(63)

63

Mechanical Aids Best

Practices

• Pipe Movement

– Rotation

– Reciprocation

• Casing Attachments

– Scratchers scrape “wallcake” from borehole

– Centralizers provide stand-off from bore hole

– Specialized Float Equipment

(64)
(65)
(66)
(67)
(68)
(69)
(70)
(71)

Displacement Efficiency

• Stand Off (with centralisers)

• Flow Regime (Laminar or Turbulence) • Spacers (usually fresh water)

• Rotation (only if possible/practical) • Reciprocation (only if critical)

(72)

72

Mud Displacement Best Practices

Bad

(73)
(74)

Common types of Cementations

PRIMARY

• Single Stage Casing • Inner String (Stinger)

• Multiple Stage (rarely used) • Liner

• Balanced Plug

SECONDARY

• Remedial Circulation • Squeeze

(75)

Stinger (inner string) Cementation

WHEN :

• Relatively short & large diameter casing (surface)

• Hole size not accurately known or losses to the formation

WHY :

• Allows flexibility in cement quantity

• Keep pumping until good cement seen at surface,

(76)

Multiple Stage Cementation – When/Why

• To enable cementing of very long intervals w/ weak zones, thus reducing pressure on formation and equipment

• To enable to conduct selective cementing, e.g. placing cement above a loss zone

• To minimise channelling (mud/spacer/cement)

• Reduce risk of flash setting (long interval jobs with different pressures/temperature).

(77)

Cementing Accessories for Special Jobs

• Cementing with losses requires extra accessories

PURPOSE

• Enable to place cement above loss zones • Isolate hydrocarbon zones at various

(78)

Ten Steps to Optimise Cement Job

• Condition the drilling fluid

• Optimise casing accessories • Maximise displacement rate

• Ensure pipe movement [if practical] • Spacers and flushes

• Temperature effects

• Selection/test of cement composition • Additional pre-job considerations

• Job execution

(79)

Condition the Drilling Fluid

• Viscosity of the mud should be reduced to the lowest practical

level before the drillpipe is removed from the hole.

• Not to reduce the mud rheology below the minimum level required to suspend the weighting agent.

• Once the casing has been run, the mud should be further

conditioned to remove gelled mud in areas of poor centralisation. • Min. two to three hole volumes are considered sufficient conditioning • After conditioning the hole, cementing should start without any break

(80)

Optimise Casing Accessories

• Best casing centralisation should be obtained by software. • A good rule-of-thumb is minimum 70% stand-off.

• Good centralisation can reduce casing running difficulties by helping to prevent differential sticking.

18 16 14 12 10 8 6 4 2 0 0 20 40 60 80 100 W W % Stand-off = w R H - R C X 100 API % STAND-OFF FLO W RA TE RA TIO R C R H

(81)

Casing Movement

• Whenever possible the casing should be reciprocated or rotated. • Pipe movement increases displacement efficiency by helping to

break-up gelled.

• Movement should be attempted - from hole conditioning to displacement.

• Rotation requires special equipment.

• For liners, rotation is recommended - due to concerns over setting the liner.

• Rules-of-thumb are suggested:

– reciprocate 20-40 ft over a period of 2-5 minutes – rotation rates of 10-40 rpm.

(82)

82

Spacers & Flushes Best Practices

• Used to:

– Separate Incompatible Fluids – Aid in Mud Displacement

– Leave All Downhole Surfaces Water-Wet • Volume Calculated By:

– 1000 ft Annular Fill or

– 10 min Contact Time

(83)

Displacement Rate

• Displacement rates should be maximised to obtain the most effective cement placement.

• Cement slurry washer and spacer fluid will achieve turbulence around the casing if it is possible

• Useful guideline is to ensure that the annular velocity (assuming concentric casing) is above 260 ft/min.

(84)

84

Fluid Velocity Best Practices

• Pump As Fast As Possible

Direction of flow

Plug Flow Laminar flow Turbulent flow

Laminar Sub-Layer Central Un-Sheared Core Laminar Sub-Layer

LOCAL FLUID VELOCITY

(85)

Pressures while Cementing

Balance the formation pressure Prevent the formation fracturing

(86)

Fracturing Gradient

(87)

Cement Bond Evaluation

Within 24 hours of the cement job

• Temperature log indicate the presence of cement and TOC.

More than 5 days after the cement job.

• Cement Bond Log (CBL) • Variable Density Log (VDL) • Cement Evaluation Tool (CET) • Ultrasonic Borehole Imaging (USI) • Segmented Bond Tool (SBT)

(88)

Cement Bond Evaluation

• Two major types of tools:

– Sonic tools (CBL/VDL)

• The attenuation rate depends on the cement compressive

strength, the casing diameter, and the percentage of bonded circumference.

• Variable density log

– Allows easy differentiation between casing and

formation arrivals

No Cement

Good Bond

(89)

Cement Bond Evaluation

Casing Bond Log [CBL]

• Bad Cementation

• High Attenuation/Ampl.

Casing Bond Log [CBL]

• Good Cementation • Low Attenuation/Ampl

(90)

Cement Proplems

Micro annular Mud Channel Mud Cake Poor Mudcake Removal Cement Integrity Insufficient Hydrostatic

(91)

Liner Cementing

Liner Cementing Guidelines

• Prior to the cementation the following calculations will be

conducted:

– Circulation volume

– Cement volume including excess – Volume of pre-flush

– Reduction in hydrostatic head due to pre-flush.

– For the pre-flush in open hole, assume gauge hole to calculate the height of the pre-flush.

– There should be sufficient overbalance at all times during

(92)

Liner Hanger Selection

Hanger Loading Forces

• Following cumulative forces should be taken into account. • (a) Liner hanging weight

• (b)The internal pressure required to initially set the

hanger and shear the ball seat • (c) Designated pressure to

bump the plug

• (d) Running string set down weight prior to cementing.

(93)

Liner Hanger Selection

Integral Packers

• To avoid sole reliance on the liner lap cement job.

Tie-back Packers

• If the integral packer is found to be leaking.

• In highly deviated wells rotating hangers are preferred.

• In deep or highly deviated wells, hydraulic set hangers are preferred. • If mechanically set liner hangers are

(94)

Liner Cementing

Liner Lap Length

• The optimum length of the liner lap will depend on the likelihood of obtaining a good cement bond over the liner lap.

• In vertical wells where the liner can be well centralised. – In this case a 250 - 500 ft liner lap should be used. • If use integral liner packers,

(95)

Cementing in Horizontal Section

Slurry used on horizontal sections:

• A settlement of more than 5 mm is unacceptable • A gradient of more than 1.0 lb/gal is unacceptable.

Displacement

• Circulate at least three times the hole volume

• Circulate until the properties of the mud returning are the same as those being pumped in.

Centralization

• Use rigid centralisers (or turbulators). • Use bowspring centralisers where.

(96)
(97)

97

(98)

Downhole Problems

Lost Circulation

Dr. Imre Federer

Associate Professor

(99)

99

(100)

LOST CIRCULATION MECHANISMS

• Measurable loss of whole mud (liquid phase and solid

phase) to the formation.

• Lost circulation can occur at any depth during any

operation.

PRESSURE INDUCED FRACTURE

• Wellbore pressure exceeds fracture pressure of the

formation causing the rock to crack open (fracture)

NATURALLY FRACTURES/ HIGH PERMEABILITY

• Overbalanced wellbore pressure is exposed a

formation with unsealed fractures or high permeability

(101)

ADVERSE EFFECTS ON DRILLING

OPERATIONS

IN ANY HOLE SECTIONS:

• Hole cleaning problems

• Hole bridge/ collapse

• Stuck pipe

• Well control event

SURFACE HOLE

• Loss of drive/ conductor shoe

• Loss of well

(102)

ADVERSE EFFECTS ON DRILLING

OPERATIONS

INTERMEDIATE and PRODUCTION

HOLE SECTIONS

• Loss of fluid level monitoring

• Loss of formation evaluation

• Extended wellbore exposure time

• Underground blowout

• Additional casing string

• Production zone damage

(103)

CAUSES OF LOST CIRCULATION

PRESSURE INDUCED FRACTURES

• Excessive mud weight

• Annulus friction pressure

• Wellbore pressure surges

• Imposed/ trapped pressure

• Shut-in pressure

• Low formation pressure

(104)

Cause:

- Wellbore pressure greater than fracturing pressure - Formation fractures allowes mud loss

Warning Sign: - Pronosed losses

- Excessive mud weight - Low fracture strength - Poor hole cleaning

- Wellbore pressure surge

Indications: - May begin with seepage loss

- Possible total loss - Pit volume loss

- Excessive hole fill-up

- In shut-in sudden loss of pressure

Firs Action: - Reduce pump speed to 1/2

(Total Loss) - Pull off bottom, stop pump

- Reset to zero stroke counter

- Fill annulus with water or light mud - Record strokes when annulus fill-up - Monitor well for flow

Preventiv Action: - Minimize mud weight

- Maximize solid removal - Control penetration rate

- Avoid imposed/ trapped pressure 104

(105)

CAUSES OF LOST CIRCULATION

NATURAL FRACTURES/ PERMEABILITY

• Unconsolidated formation

• Fissures/ fractures

• Unsealed fault boundary

• Vugular/ cavernous formation

(106)

106

Natural Fractures/High Permeability

Cause:

- Wellbore pressure is overbalanced to formation pressure - Mud is lost to natural fractures and/or high permeability

Warning: - Prodnosed loss zone

- Lost circulation can occure at any time during any openhole operation

Indications: - May begin with seepage loss

- Total loss possible

- Static losses during connections/survey - Pit volume loss

Firs Action: - Reduce pump speed to 1/2

(Total Loss) - Pull off bottom, stop pump

- Reset to zero stroke counter

- Fill annulus with water or light mud - Record strokes when annulus fill-up - Monitor well for flow

Preventiv Action: - Minimize mud weight

- Control penetration rate

- Minimize wellbore pressure surges - Pre-treat with LCM

(107)

LOSS SEVERITY CLASSIFICATIONS

SEEPAGE LOSS ( 20 BBLS/HR) PARTIAL LOSS ( 20 BBLS/HR) TOTAL LOSS (NO RETURNS)  GRADUAL LOSSES  OPERATION NOT INTERRUPTED  POSSIBLE WARNING OF INCREASED LOSS SEVERITY  IMMEDIATE DROP IN FLUID LEVEL WHEN PUMPING IS STOPPED  SLOW TO REGAIN RETURNS AFTER STARTING CIRCUL.  OPERATIONS USUALLY INTERRUPTED  REMEDIAL ACTION REQUIRED  RETURN FLOW STOPS IMMEDIATELY  PUMP PRESSURE DECREASE  STRING WEIGHT INCREASE  OPERATION SUSPENDED  REMEDIAL ACTION REQUIRED 107

(108)

METHODS FOR LOCATING LOSS DEPTH

Successful treatment of lost circulation depends greatly on locating the depth of the loss zone

SURVEY METHODS PRACTICAL METHODS

 TEMPERATURE SURVEY  ACOUSTIC LOG

 RADIOACTIVE TRACER  SPINNER SURVEY

 PRESSURE TRANSDUCER  HOT WIRE SURVEY

 OFFSET WELL DATA  GEOLOGIST LOGGER

IDENTIFIES

POTENTIAL LOSS ZONE  MONITORING FLUID LEVEL

TRENDS

WHILE DRILLING

(109)

GUIDELINES FOR LOST CIRCULATION SOLUTIONS

ACTION RESULTS CONSIDERATIONS

MINIMIZE MUD WT

 Reduced wellbore pressure(driving force pushing mud into loss zone

 More successful with pressure induced fractures

 Possible well control event or hole instability problems

FORMATION “HEALING TIME”

 Reactive clays of loss zone swell with water producing plugging effect

 Soft shale deform with formation stress helping to “heal” the fracture

 More successful with fresh water mud lost to shale formations

 Better results with LCM

 Normal 6-8 hours wait time with string in casing

LOSS CIRC. MATERIAL (LCM)

 Effectively bridges, mats and seals small to

medium fractures/ permeability

 Less effective with large fractures, faults

 Ineffective cavernous zones

 Increase LCM lbs/bbl with loss severity

(110)

GUIDELINES FOR LOST CIRCULATION SOLUTIONS (Cont′d)

ACTION RESULTS CONSIDERATIONS

SPECIALTY TECHNIQUES

 A plug base is pumped into the loss zone

followed by a chemical activator

 The two materials form a soft plug

 Can be used in production zones

 Increased risk of plugging equipment

 Plug breaks down with time

CEMENT

 Cement slurry is

squeezed into the loss zone under injection pressure

 Provides a “fit-to-form” solid plug at or near the stress of the surrounding formation

DRILLING BLIND

 In some cases, the only practical solution is to drill without returns

 Not a consideration where well control potential exist

 Set casing in the first competent formation

(111)

GUIDELINES FOR SUCCESSFUL LCM RESULTS

 Locating the loss zone and accurate pill placement is vital.  Position the string +/- 100 feet above loss zone, do not stop

pumping until the pill clears the bit.

 Insure the base mud viscosity will suspend the LCM volume added.

 Add fresh gel to a premixed LCM pill immediately before pumping, fresh gel continues to yield after spotting

 An effective LCM pill bridges, matts and then seals the loss zone, particle size distribution and pill formulation must satisfy these requirements.

 Consult the LCM product guide prior to applying the pill  Use large nozzle sizes if the loss potential is high.

 Keep the string moving during pill spotting operation to avoid stuck pipe

(112)

LOSS CIRCULATION MATERIAL (LCM)

MATERIAL DEFINITION

GRADES

FINE (F) A portion of material pass through the shaker.

MEDIUM (M) Majority of material will screen-out at shakers. COARSE (C) All material will screen-out at shaker. Will plug nozzles. Recommended open-ended pipe.

FIBROUS FLAKED

Non-rigid materials that form a mat on the hole wall to provide a foundation for normal filter cake development.

GRANULAR Rigid materials that plug the permeability of the loss zone

LCM BLEND Combination of fibrous, flaked and granular materials in sack

CELLULOSTIC Sized wood derived materials used to prevent seepage/partial loss

CALCIUM CARBONATE

Sized limestone or marble (acid soluble) used for seepage/partial loss in production zone

SIZED SALT Granulated salt (water soluble) developed for seepage/ partial loss

in production zone in salt-saturated systems

(113)

SEEPAGE LOSS SOLUTIONS (20 BBLS/HR)

FIRST ACTION RECOVERY

 Reduce ROP to limit cuttings load  Minimize mud

rheology

Add LCM pill in 5-10 PPB increments. Evaluate results over 2 circulations before increasing to next level of LCM concentration. Mix in 30 to 50 bbl batches dictated by hole size. Consider spotting LCM pill before POOH  Minimize GPM NON-PRODUCTIVE INTERVALS

 Minimize wellbore pressure surges  Minimize mud wt WBM: LCM Blend (F) 5-15 PPB LCM Blend (M) 5-15 PPB Flaked (F/M) 10-20 PPB OBM/SBM: Cellulosic (F/M) 2-25 PPB

PRODUCTION ZONE EXPOSED

 Consider pulling into casing and

waiting 6 to 8 hours WBM: Limestone (F/M) 5-30 PPB OBM/SBM: Cellulosic (F/M) 2-25 PPB Limestone (F/M) 5-15 PPB 113

(114)

PARTIAL LOSS SOLUTIONS (20 BBLS/HR)

FIRST ACTION RECOVERY

 Reduce ROP to limit cuttings load  Minimize mud

rheology

Add LCM pill in 5-10 PPB increments. Evaluate results over 2 circulations before increasing to next level of LCM concentration. Mix in 30 to 50 bbl batches dictated by hole size. Consider spotting LCM pill before POOH  Minimize GPM NON-PRODUCTIVE INTERVALS

 Minimize wellbore pressure surges  Minimize mud wt WBM: LCM Blend (M) 15-25 PPB LCM Blend (C) 15-25 PPB Walnut (M/C) 10-20 PPB OBM/SBM: Cellulosic (F/M) 10-25 PPB Cellulosic (C) 10-25 PPB Walnut (M) 5-15 PPB

PRODUCTION ZONE EXPOSED

 Consider pulling into casing and

waiting 6 to 8 hours WBM: LCM Blend (F) 5-15 PPB LCM Blend (M) 5-15 PPB Cellulosic (M) 5-15 PPB OBM/SBM: Cellulosic (F/M) 2-25 PPB Limestone (F) 5-15 PPB 114

(115)

TOTAL LOSS SOLUTIONS

FIRST ACTION RECOVERY

 Pull off bottom, keep string moving  Fill annulus with

water or light mud

Formulations for the specially pill and cement are dictated by conditions of each event

 Minimize GPM NON-PRODUCTIVE INTERVALS

 Record strokes if annulus fills up  Minimize wellbore pressure surges WBM: 40 PPB LCM Pill Specialty Pill Cement Squeeze OBM/SBM: 30-40 PPB LCM Pill Specialty Pill Cement Squeeze

PRODUCTION ZONE EXPOSED

 Consider pulling into the casing

WBM: 40 PPB LCM Pill Specialty Pill Cement Squeeze RESERVOIR NEEDS OBM/SBM: 30-40 PPB LCM Pill Specialty Pill Cement Squeeze RESERVOIR NEEDS 115

(116)

SEALING MATERIALS USED FOR LOST CIRCULATION

MATERIAL TYPE DESCRIPTION CONCENTR. LBS/BBL

LARGEST FRACTURE SEALED (INCHES)

0 4 8 12 16 20

Nutshell Granular 50%-3/16+ 10 mesh

50%-10+ 100 mesh 20 ______________ Plastic Granular 50%-3/16+ 10 mesh

50%-10+ 100 mesh 20 ______________ Limestone Granular 50%-3/16+10 mesh

50%-10+ 100 mesh 40 ________ Sulphur Granular 50%-3/16+ 10 mesh

50%-10+ 100 mesh 120 ________ Nutshell Granular 50%-10+ 16 mesh

50%-30+ 100 mesh 20 __________ Expanded Percite Granular 50%-3/16+10 mesh 50%-10+ 100 mesh 60 ________ 116

(117)

SEALING MATERIALS USED FOR LOST CIRCULATION

MATERIAL TYPE DESCRIPTION CONCENTR. LBS/BBL

LARGEST FRACTURE SEALED (INCHES)

0 4 8 12 16 20

Cellophane Laminated ¾” flakes 8 ________ Sawdust Fibrous ¼” particles 10 ________ Prairie Hay Fibrous ½” particles 10 ________ Bark Fibrous 3/8” particles 10 _____ Cottonseed

Hulls

Granular Fine 10 _____ Prairie Hay Fibrous 3/8” particles 12 ____

(118)

SPOTTING PROCEDURES FOR LOST CIRCULATION MATERIAL (LCM)

 Locate the loss zone.

 Mix 50 – 100 barrels of mud with 25 – 30 ppb bentonite and 30 – 40 ppb LCM

 Position the drill string+/-100 feet above the loss zone

 If open-ended, pump ½ of the pill into the loss zone. Stop the pump, wait 15 minutes and pump the remainder of the pill

 If pumping through the bit, pump the entire pill and follow with 25 barrels of mud

 If returns are not regained, repeat procedure. If returns are not regained, wait 2 hours and repeat procedure.

 If returns are not regained after pumping 3 pills, consider other options to regain circulation

(119)

SPOTTING PROCEDURE FOR CEMENT

 The cement slurry formulation should be tested by the cement company to determine the thickening time.

 If possible, drill through the entire loss circulation interval  Pull out of the hole and return with open-ended drill pipe

 Position the open-ended drill pipe approximately 100 feet above the loss zone

 Mix and pump 50 to 100 bbls of cement slurry

 Follow the slurry with a sufficient volume of mud or water to balance the U-Tube

 Wait 6 to 8 hours and attempt to fill the annulus  Repeat the procedure if returns are not regained

 It may be necessary to drill out the cement before repeating the procedure

(120)

LOST CIRCULATION PREVENTION GUIDELINES (1)

 Prevention of lost circulation must be considered in the well planning, drilling and post analysis phases.

 Design the casing program to case-off low pressure or suspected lot circulation zones.

 Maintain mud weight to the minimum required to control known formation pressures.

 Pre-treat the mud system with LCM when drilling through known lost circulation intervals.

 Maintain low mud rheology values that are still sufficient to clean the hole.

 Rotating the drill string when starting circulation helps to break the gels and minimize pump pressure surges.

 Start circulation slowly after connections and periods of non-circulation.

(121)

LOST CIRCULATION PREVENTION GUIDELINES (2)

 Prevention of lost circulation must be considered in the well planning, drilling and post analysis phases.

 Use minimum GPM flow rate to clean the hole when drilling known lost circulation zone.

 Control drill known lost circulation zone to avoid loading the annulus with cuttings.

 Reduce pipe tripping speeds to minimize swab/surge pressure.

 Plan to break circulation at 2 to 3 depths while tripping in the hole. Minimize annular restrictions.

 Consider using jet sizes that will allow the use of LCM pills (12/32” jets+).

 Be prepared for plugging pump suctions, pump discharge screen, drill string screens, etc.

 Be prepared for mud losses due to shaker screen plugging.

(122)

PRECAUTIONS WHILE DRILLING WITHOUT RETURNS (1)

 Circumstances may dictate drilling blind until 50 feet of the next

competent formation is drilled.

 Casing is set to solve the lost circulation problem. A blind drilling

operation must have Drilling Manager approval.

 Insure an adequate water supply is available.

 Use one pump to drill and the other pump to continuously add water to the annulus. Assign a person to monitor the flow line at all times.

 Monitor torque and drag to determine when to pump viscous sweeps.  Closely monitor pump pressure while drilling for indications of pack-off.  Control drill (if possible) at one joint per hour.

 Pick up off bottom every 15 feet (3m) to ensure the hole is not packing off.  Keep the pipe moving at all times.

 Maintain a 400-500 bbl reserve of viscous mud ready to pump.

 Consider spotting viscous mud on bottom prior to tripping or logging.

(123)

PRECAUTIONS WHILE DRILLING WITHOUT RETURNS (1)

 Stop drilling and consider pulling to the shoe if pump repairs are required.  Start and stop pipe slowly and minimize pipe speed.

 Consider spotting a viscous pill above the BHA prior to each connection.  Prior to each connection, circulate and wipe the hole thoroughly.

 Do not run surveys when drilling blind.  If circulation returns, stop drilling.

 Raise the drill string to the shut-in position.  Stop the pumps and check the well for flow.

 If flow is observed, close the BOP and observe shut-in pressures.

 No pressure – Slowly circulate bottoms up through 2 open chokes.

 Pressure Observed –Slowly circulate the kick with present mud weight.  At all times to pump cement to the well

(124)

Downhole Problems

Stuck Pipe

Dr. Imre Federer

(125)

Planning of Common

Activities

(126)

WELL PLANNING

• PLANNING

is probably the single most important

aspect of Stuck Pipe Prevention

• ACTIVITIES

which require daily attention are:-

– Selection and Change of BHA

– Drilling and Reaming close to Bottom

– Tripping in/out of the Hole

– Prepare for and running of Casing

(127)

WELL PLANNING

Selection of BHA

Design Simplicity

- Keep BHA

as short as

practically possible

- Eliminate and/or

lay down tools

which are not used or

have a low probability of being used

• Jar Optimisation

- Type of Jar, Placement of Jar, use of 1 or 2 Jar

• Dimensions

- Accurately

gauge Bit/Stabilisers (OD

), Tools (OD, ID)

-

Free access of wireline tools

(e.g. Free Point Indicator)

(128)

Make-up Size Drill Collars/HWDP Assy

• Compromise

between:

– WOB

(rigidity and annular clearance)

– Annular velocity

across the BHA

– Wall contact area

Contact Area – Sticking Tendency

- Casing, Liners, DC, OH, Completions sizes

Certification/Inspection/Operating Hours

• Lay down

or change out tools which are

uncertified

or

have reached

max. operating hours

WELL PLANNING

Selection of BHA

(129)

Hole Cleaning

• Mud rheology optimisation

• Effective Hole Cleaning/Cutting Transport

Trends

• Use of information on past and current wells

• Plotting and comparing drag and torque trends

Rathole for Casing String

• Keep as short as practically possible with the aim to

improve cement bond

WELL PLANNING

DRILLING

(130)

WELL PLANNING

DRILLING

Borehole Geometry

• Control the Dogleg Severity

• Build-up sections, horizontal departures and doglegs.

• Use software to assess expected (up/down) drag and

buckling

• Awareness about changes in BHA (PDC Bit Gauge

Length, Stabilisers, Rigidity, Clearance)

(131)

DRAG – OVERPULL - SETDOWN -

INCREMENTAL TORQUE

Mechanisms

(132)

Surface Forces when MOVING STRING

MAX UP ROTATING WEIGHT UP WEIGHT UP DRAG OVERPULL TRAVELING EQPT WT ROTATE MEASURED WEIGHT 132

(133)

Surface Forces when MOVING STRING

MIN DOWN ROTATING WEIGHT UP WEIGHT DOWN WEIGHT DOWN DRAG SETDOWN TRAVELING EQPT WT ROTATE MEASURED WEIGHT 133

(134)

Surface Forces when MOVING STRING

MIN MAX DOWN UP ROTATING WEIGHT UP WEIGHT DOWN WEIGHT UP DRAG OVERPULL DOWN DRAG SETDOWN TRAVELING EQPT WT ROTATE MEASURED WEIGHT 134

(135)

Definitions

• Down Weight

and

Up Weight

is the Measured

Weight under Normal Conditions, when moving String

down or up,

without Rotation

and with

Pumps shut

off

• Rotating Weight

is measured

off bottom

and

keeping

string stationary

(with or without pumping)

• Restrictions, Up or Down, will result in

Overpull

and

Setdown respectively

Surface Forces when MOVING STRING

(136)

Surface Torque

MAX OFF BOTTOM DRILLING INCREMENTAL TORQUE MEASURED TORQUE

OFF BOTTOM TORQUE

DRILLING TORQUE

(137)

Drag Charts

MAX MIN MARGIN OF OVERPULL DOWN WEIGHT LINE ROTATING WEIGHT LINE UP WEIGHT LINE MEASURED WEIGHT SURFACE DEPTH OF WELL 137

(138)

Drag Charts

MAX MIN MARGIN OF OVERPULL DOWN WEIGHT LINE ROTATING WEIGHT LINE UP WEIGHT LINE MEASURED WEIGHT SURFACE DEPTH OF WELL CUTTINGS BED DEVELOPS CIRCULATION, ROTATION & SWEEPS EFFECT 138

(139)

Drag Charts for RUNNING CASING

MARGIN OF OVERPULL MEASURED WEIGHT SURFACE DEPTH OF WELL MIN PREVIOUS CSG SHOE MAX WEIGHT in MUD CASING CANNOT BE PULLED BACK FROM THIS POINT ONWARDS

(140)

Friction Forces … DRAG WEIGHT NORMAL FORCE TENSION DOWN TENSION UP

Friction Force = Normal Force x Friction Factor

• Normal Force >> results from dogleg & tension

• Friction Factor >> results from mud type&formation

(141)

Friction Factor / Coefficient SHALE LIMESTONE SOFT SANDSTONE HARD SANDSTONE FRICTION FACTORS (PSEUDO) OIL BASED MUD WATER BASED MUD LOW MEDIUM HIGH MEDIUM

Its dependence on lithology and casing/open hole

CASING

(142)

WELLBORE STABILITY

Stuck Pipe MECHANISMS # 1

(143)

Wellbore Stability

Hydro-Pressured Shale

accounts for majority of

Stuck Pipe Incidents

• Influencing

factors are:-

– MUD

Mud type, Mud Density

– DRILL STRING

BHA Make-up, Dynamics

– FORMATION

Rock Stress, Sensitivity

– TIME

Deterioration Bore Hole Wall

– ”COMPLEX”

if all above factors combined

(144)

Mechanical WellBore Instability

in different formations

References

Related documents

matrix metalloproteinases (MMP), and tissue inhibitors of matrix metalloproteinases (TIMP) in ACS, (2) validate/refute that ACS increases anti-inflammatory or

Results: Zymomonas mobilis mutants AQ8-1 and AC8-9 with enhanced tolerance against acetic acid were generated via a multiplex atmospheric and room temperature plasma

4FCH533560 Dimensioni mm Dimension mm Materiale Material Colore, Finiture Colour, Finishing Note Note 105 115 180 Acciaio Stainless steel Acier inox Rostfreier stahl Lucido

Gestão e monitorização de redes, SNMP, ferramentas Open Source, SCEN, NMSIS, correlação, SEC, raiz da causa do problema, inferido, detecção, amostragem padrão,

However, his understanding of the Victorian poor and of the complexity of their plight was not fully formed as the novelist began his career, but changed over the time and

Κάποιοι (σπόροι) πράγματι έπεσαν στο δρόμο—ήλθαν τα πουλιά, τους μάζεψαν. Άλλοι έπεσαν σε βραχώδες υπόστρωμα—και δεν φύτρωσαν κάτω στο χώμα, και

Al-Mazaya Islamic School implemented the concept of the full-day school; the idea of full-day school (FDS) is a concept applied in teaching and learning for eight hours a day for

This is because the vocal music collective curriculum is assigned with two many missions, and it is impossible to accomplish the contents required by vocal music curriculum only by