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    Well Control for the Directional Driller

    C.Rosier

    Technical Training InstructorD&M Schlumberger

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    ObjectivesAfter completion of this module you will be able to:

    Calculate Gradientand Hydrostatic Pressurefor different mudweights and depths.

    Define Pore Pressure and be able to identifyNormal

    andAbnormalPore Pressure.

    Describe the purpose and method of performing a FITand

    LOT.

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    ObjectivesAfter completion of this module you will be able to:

    Describe and calculate Maximum Allowable Annular SurfacePressure.

    Describe and calculateMaximum Mud Weight

    andEquivalentMud Weight.

    Understand Equivalent Circulating Densityand why it is of

    concern in well control.

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    ObjectivesAfter completion of this module you will be able to:

    Understand the terms Primaryand Secondary Well Control.

    Identify the signs of a Kick

    Identify the key components of a BOP Stackand describe itsoperation.

    Understand the need to Space-out.

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    Hydrostatic Pressure1ft

    1ft

    1ft

    7.48gallons

    7.48

    lbf/sq ft

    7.48 / 144 = 0.051944 lbf/ sq in.

    Hydrostatic Pressure (English Units)

    A cubic foot contains 7.48 gallons

    and exerts, for a fluid of 1ppg

    a force of 7.48 lbsf / sq ft or7.48 / 144 lbsf / sq in.

    = 0.051944 lbf / sq in

    This is usually rounded to 0.052

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    Hydrostatic PressureFor a fluid of a different mud weight we simply multiply thisconstant by the density of the fluid for the gradient and this

    by the TVD to obtain the Pressure.

    Example for a Mud Wtof 9.8 ppg, depth of 3,800 ft

    TVD of 3,118 ft

    Mud Wt x Constant = Mud Gradient (psi / ft)

    9.8 ppg x 0.052 = 0.5096 psi / ft

    Mud Gradient x TVD = Bottom Hole Pressure (psi)

    0.5096 psi / ft x 3,118 ft = 1588.93 psi

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    Exercise

    1. For a Mud weight of 12. 6ppg what is the gradient? Whatis the bottom hole pressure for a 13,256 ft (TVD) well?

    2. If my well is 17,678 ft (TVD) and my requires bottom holepressure is 8641psi, what Mud weight do I need? What is

    the gradient?

    3. What is the increase in bottom hole pressure if I drill from6890 ft (TVD)to 10,975 ft (TVD) with a 10.5 ppg mud?

    Calculate for the following:

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    Pore Pressure

    The pressure of the fluid contained in the pore space in theformation of interest.

    Pore Pressure is also referred to as Formation Pressure.

    What is the definition of Pore Pressure?

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    Normal Pore PressureNormal Pore Pressure is the Hydrostatic Pressure of the fluid

    in which the sedimentation took placeDepending on the salinity and purity of the fluid (water) the

    normal pressure gradient will vary from 0.433 psi / ft to 0.465

    psi / ft.

    For normal formation pressure to exist the overburden weight

    of the formations above is supported by the grains in therock.

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    Abnormal Pore PressureAbnormal Pore Pressure is when the Hydrostatic Pressure of

    the fluid in which the sedimentation took place is less than,the Pore Pressure

    Abnormal Pore Pressure is usually caused by interruption to

    the percolation of the fluids being driven from the porespace during compaction. This causes the fluid to supportpart of the overburden of the formations at shallowerdepths.

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    Abnormal Pore PressureAbnormal Pore Pressure is also caused by:

    Faults

    Salt Domes

    Formation dips Erosion of the overburden

    Formations with Pore Pressure Gradients below 0.433 psi / ftare described as having Subnormal Formation Pressure.

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    Formation Fracture Pressure

    Every formation has a limit to the pressure that it can

    withstand before it permanently deforms or fractures. Thislimit needs to be determined so that it is not exceeded inwell control operations.

    There are two systems for determining the upper pressurelimit during well killing operations:

    The Leak Off Test (LOT) The Formation Integrity Test (FIT)

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    The Leak Off Test

    The Leak Off Test is used to accurately determine the

    pressure capacity at the Shoe.Because overburden increases with depth, the shallowest

    formation is usually the weakest.

    Leak Off Test

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    MAASPWhen the FITor MOThas been performed there becomes a

    requirement to use the results in a format that is

    independent of depth, as the plan is to drill ahead.

    For this we use the Maximum Allowable Annular Surface Pressure

    or MAASP:MAASP = Surface Pressure @ Mud Wt

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    Maximum Mud Weight

    An alternative to the MAASP that facilitates comparison, based

    on the Equivalent Mud Weightis the Maximum Mud WeightorMMW. This states the Mud Gradientas a Mud Weight

    Example:

    LOT BHP = 6,534.6 psi

    MMW = 6,534.6 / 9,500 / 0.052 = 13.23 ppg

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    Equivalent Mud Weight

    The Equivalent Mud Weightis calculated in the same way as

    MMW but is for the anticipated BHP or actual BHP and notat the pressure that will cause break down of the formation.

    Example:

    EMW = (Surf Press / 0.052 / Depth (TVD) ) + MWt ppg

    = (1,450psi / 0.052 / 8,500) + 8.9

    = 12.18ppg

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    Equivalent Circulating Density

    The Equivalent Circulating Densityor ECDis the sum of the

    Hydrostatic Pressureand the Annular Pressure Losswhencirculating.

    In well control we are concerned with this because it is

    possible to drill into a new formation with sufficient ECD tohold back the formation fluids, only to take a kick when westop for a connection.

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    Primary Well Control

    Primary Well Control is the use of the drilling fluid to

    contain formation fluids by means of applied HydrostaticPressure.

    To do this we need to maintain a full column of drilling fluid

    at sufficient weight to overbalance the formation.

    The most common causes of kicks indicate what we need tobe monitoring:

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    Primary Well Control

    Insufficient Fluid Density

    Poor Tripping Practices Improper Hole Filling While Tripping

    Swabbing / Surging Lost Circulation

    Abnormal Formation Pressure

    Obstructions in the Wellbore

    Cementing Operations

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    Primary Well Control

    Special Situations:

    Subsea Riser Failure Water Flushes

    Drill Stem Tests (DST) Failure to Maintain Sufficient Back Pressure when Drilling

    Underbalanced

    Drilling from Platform Legs

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    Detecting a Kick

    There are certain indicators that may warn of a possible kick:

    Drilling Break Increase in Return Flow

    Pit Gain Well Flowing

    Increase in Pump Rate

    Drop in Standpipe Pressure

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    Detecting a Kick

    Indicators contd:

    Oil Shows Insufficient displacement to / from Trip Tank

    String Pulling Wet After Slugging String Weight Change

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    Control Equipment

    The main components of a Blow Out Preventer Stack are:

    The Annular The Rams

    The Choke Line The Kill Line

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    Control Equipment

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    Control Equipment

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    Control Equipment

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    Control Equipment

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    Control Equipment

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    5/2/2002 While drilling

    Drillpipe

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    5/2/2002 Closing

    Pclose

    Drillpipe

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    Pclose

    Closing

    Drillpipe

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    Pclose

    Drillpipe

    Closing

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    Pclose

    Drillpipe

    Closing

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    Pclose

    Drillpipe

    Closing

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    Pclose

    Drillpipe

    Closing

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    5/2/2002 Leak while closed.

    SICP

    Pclose

    Drillpipe

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    5/2/2002 Emergency seal activated.

    SICP

    Pclose

    Drillpipe

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    Control Equipment

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    Available with 2 or 3 PumpsHandles High Pressure

    Tungsten Carbide Choke Plates

    And Extended Wear

    Sleeves

    Choke

    Console

    Detail showing

    Operation ofChoke

    10,000 psi / 20,000 psi

    Dual Chokes / Console

    Designed for H2S Service

    Super Choke

    10,000 psi

    Control Equipment

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    Control Equipment

    1 Static Trim2 Dynamic Trim

    3 Shuttle4 Position Indicator

    5 Casing Pressure6 Set Point Pressure

    1

    2

    3

    5

    64

    Console Control Panel

    Super AutoChoke

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    Shut In Procedure

    The Shut in procedure:

    When a kick has been detected the first course of action is toclose the well in. However, because Pipe Rams close on

    the tube only, not the tool joints it is important to Space Out

    to ensure that the rams do not close on a tool-joint.

    At this point the role of the Directional Driller is complete, it istime to leave the drill-floor.