406 Lesson 9b

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Transcript of 406 Lesson 9b

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    Station Keeping

    Environmental Forces

    Mooring Anchors

    Mooring Lines

    Dynamic Positioning

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    StationKeeping

    The ability of a vessel to maintain

    position for drilling determines the useful

    time that a vessel can effectivelyoperate.

    Stated negatively, if the vessel cannot

    stay close enough over the well to drill,

    what good is the drilling equipment?

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    Station Keeping - contd

    Station keeping equipment influences the

    vessel motions in the horizontal plane.

    These motions are: surge, sway, and

    yaw. Generally, surge and sway are the

    motions that are considered.

    Yaw motion is decreased by the mooringsystem but is neglected in most mooring

    calculations.

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    Station Keeping

    When investigating or designing a

    mooring system, the following

    criteria should be considered:

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    Operational Stage

    1. The vessel is close enough over the

    well for drilling operations to be

    carried out. This varies betweenoperators, but is usually 5% or 6% of

    water depth. Later, other criteria,

    based on riser considerations, will bediscussed.

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    Non-operational but Connected2. The condition from the operational

    stage up to 10% of water depth.

    Drilling operations have been stopped,but the riser is still connected to the

    wellhead and BOPs.

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    Disconnected

    3. The riser is disconnected from the

    wellhead and the BOPs, and the

    vessel can be headed into the seas.

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    Station Keeping - contd

    Example

    Water Depth

    = 1,000 ft

    Drilling: 50-60 ft

    Connected:

    100 ft max

    1,000

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    Environmental Forces Acting

    on the Drilling Vessel

    (i) Wind Force

    (ii) Current Force

    (iii) Wave Force

    These forces tend to displace the vessel

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    The Station Keeping System

    Must be designed to withstand the

    environmental forces

    Two types:

    Mooring System (anchors)

    Dynamic Positioning

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    (i) Wind Force

    The following equation is specified by

    the American Bureau Shipping (ABS)

    and is internationally accepted:

    ACCVFshAA ***003388.0

    2

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    Wind Force

    Where:

    yaw.andheelbothithwchangesareaThis.ftsurfaces,

    exposedallofareaprojectedAessdimensionl

    2,-3TablefromtcoefficienheightCessdimensionl

    1,-3TablefromtcoefficienshapeC

    knotsvelocity,windVlbforce,windF

    2

    h

    S

    A

    A

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    Table 3-1. Shape Coefficients

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    Table 3-2. Height Coefficients

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    (i) Wind Force - example

    VA

    = 50 (wind velocity, knots)

    Ch = 1 (height coefficient)

    Cs = 1 (shape coefficient)

    A = 50 * 400 (projected target area, ft2)

    ACCVFshAA***003388.0

    2

    Then FA = 0.00338 * 502 * 1 * 1 * 50 * 400

    FA = 169,000 lbf = 169 kips

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    (i) Wind Force - example

    VA

    = 50 (wind velocity, knots)

    1 knot = 1 nautical mile/hr

    = 1.15078 statute mile/hr

    ACCVFshAA***003388.0

    2

    1 nautical mile = 1/60 degree = 1 minute

    = 6,076 ft

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    Where:

    AVCgF 2cscc

    4

    2

    c

    2

    c

    s

    c

    ft

    sec*lbft1g

    ftarea,projectedA

    ft/seclocity,current veV1)-3(Table

    tcoefficienwindtheasSameess.dimensionlt,coefficienragdC

    lbforce,dragcurrentF

    (ii) Current Force

    lbf

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    Fc = 1 * 1 * 22 * 30 * 400

    Fc = 48,000 lbf = 48 kips

    (ii) Current Force - example

    Vc = 2 (current velocity, ft/sec)Cs = 1 (shape coefficient)

    A = 30 * 400 (projected target area, ft2)

    AVCgF2cscc

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    (iii) Bow Forces:

    L0.332Tfor

    4

    22

    bowT

    LBH273.0F

    T = wave period, sec

    L = vessel length, ft

    H = significant wave height, ft

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    Where:

    ftdraft,vesselD

    ftlength,beamvesselB

    ftlength,vesselL

    ftheight,t wavesignificanH

    lbforce,waveF

    secperiod,waveT

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    Bow Forces:

    L0.332Tfor

    4

    22

    bow)TL664.0(

    LBH273.0F

    NOTE: Model test data should be used

    when available

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    Beam Forces:

    2DB0.642Tfor

    4

    22

    beamT

    LBH10.2F

    NOTE: API now has Recommended

    Practices with modified equations

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    Beam Forces:

    2DB0.642Tfor

    4

    22

    beam)TD2B28.1(

    LBH10.2F

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    Figure 3-1. The catenary as used for

    mooring calculations.

    Floating Drilling: Equipment and

    Its UseThe Mooring Line

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    The Mooring Lines Resist the

    Environmental Forces

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    Station Keeping

    1. In shallow water up to about 500

    feet, a heavy line is needed,

    particularly in rough weather areas.

    2. Chain can be used (but may not be

    advisable) to water depths of about

    1,200 feet.

    3. Composite lines may be used to

    ~ 5,000 feet.

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    Station Keeping

    4. Beyond about 5,000 feet, use

    dynamic positioning

    5. Calm water tension should be

    determined to hold the vessel

    within the operating offset under

    the maximum environmental

    conditions specified for operation.

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    Station Keeping, Continued

    6. Once the riser is disconnected, the

    vessel heading may be changed todecrease the environmental forces

    on the vessel.

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    Station Keeping

    Typical Mooring Patterns for Non-

    Rectangular Semis

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    Typical Mooring Patterns for Ship-

    Like Vessels and Rectangular Semis

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    Typical 8-line Mooring Pattern

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    Figure 3-15.

    Chain Nomenaclature.

    Stud Link Chain

    Stud keeps chain from collapsing

    3 chain has breaking strength > 1,000 kips!

    WireDia.

    Pitch

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    Chain Quality Inspection

    Chain quality needs to be inspected

    periodically, to avoid failure:

    (i) Links with cracks should be cut out

    (ii) In chains with removable studs, worn

    or deformed studs should be

    replaced

    (iii) Check for excessive wear or

    corrosion

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    Dynamic Positioning

    Dynamic positioning uses thrusters

    instead of mooring lines

    to keep the vessel above the wellhead.

    Glomar Challenger used dynamic

    positioning as early as 1968.

    ODP uses dynamic positioning.

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    Advantages of Dynamic Positioning

    (i) Mobility - no anchors to set or retrieve

    - Easy to point vessel into weather

    - Easy to move out of way of icebergs

    (ii) Can be used in water depths beyond

    where conventional mooring is

    practical

    (iii) Does not need anchor boats

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    Disadvantages of Dynamic Positioning

    (i) High fuel cost

    (ii) High capital cost (?)

    (iii) Requires an accurate positioning

    system to keep the vessel above the

    wellhead.

    Usually an acoustic system - triangulation

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    Fig. 3-23. Simple position-referencing system

    WH1 = WH2= WH3WH1 = WH3WH2 > WH1 ,WH3

    W

    H1

    H2

    H3

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    To understand the operating principles

    of acoustic position referencing, assume

    that:

    1. The vessel is an equilateral

    triangle.

    2. The kelly bushing (KB) is inthe geometric center of the

    vessel.

    Acoustic Position Referencing

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    3. The hydrophones are located

    at the points of the triangular

    vessel.

    4. The subsea beacon is in the

    center of the well.

    5. No pitch, no roll, no yaw and

    no heave are permitted.

    Acoustic Position Referencing

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    Diagram of controller operations.