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1 PETE 411 Well Drilling Lesson 35 Wellbore Surveying Methods

35 Wellbore Surveying Methods

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  • 1PETE 411Well Drilling

    Lesson 35

    Wellbore Surveying Methods

  • 2Wellbore Surveying Methods

    Average Angle Balanced Tangential Minimum Curvature Radius of Curvature Tangential

    Other Topics Kicking off from Vertical Controlling Hole Angle

  • 3Read:Applied Drilling Engineering, Ch.8

    (~ first 20 pages)

    Projects:Due Monday, December 9, 5 p.m.

    ( See comments on previous years design projects )

  • 4Homework Problem #18

    Balanced Cement Plug

    Due Friday, December 6

  • 5I, A, MD

  • 6Example - Wellbore Survey Calculations

    The table below gives data from a directional survey.

    Survey Point Measured Depth Inclination Azimuthalong the wellbore Angle Angle

    ft I, deg A, deg

    A 3,000 0 20B 3,200 6 6C 3,600 14 20D 4,000 24 80

    Based on known coordinates for point C well calculate the coordinates of point D using the above information.

  • 7Example - Wellbore Survey CalculationsPoint C has coordinates:

    x = 1,000 (ft) positive towards the easty = 1,000 (ft) positive towards the northz = 3,500 (ft) TVD, positive downwards

    z

    E (x)

    N (y)C

    Dz

    N

    D

    C

    yx

  • 8Example - Wellbore Survey Calculations

    I. Calculate the x, y, and z coordinatesof points D using:

    (i) The Average Angle method(ii) The Balanced Tangential method(iii) The Minimum Curvature method

    (iv) The Radius of Curvature method(v) The Tangential method

  • 9The Average Angle Method

    Find the coordinates of point D using the Average Angle Method

    At point C, x = 1,000 fty = 1,000 ftz = 3,500 ft

    80 A 24I 20 A 14I

    DD

    CC

    ========

    ========

    ft400MDD, toCfromdepthMeasured ====

  • 10

    The Average Angle Method

    80 A 24I 20 A 14I

    ft 400MD D, to C from depth Measured

    DD

    CC

    ========

    ========

    ====

    z

    E (x)

    N (y)

    C

    Dz

    N

    D

    C

    yx

  • 11

    The Average Angle Method

  • 12

    The Average Angle Method

    This method utilizes the average of I1 and I2 as an inclination, the average of A1 and A2 as a direction, and assumes the entire survey interval (MD) to be tangent to the average angle.

    From: API Bulletin D20. Dec. 31, 1985

    2III 21AVG

    ++++====

    AVGAVG AsinIsinMDEast ====

    AVGIcosMDVert ====

    2AAA 21AVG

    ++++====

    AVGAVG AcosIsinMDNorth ====

  • 13

    192

    24142

    III DCAVG ====++++

    ====

    ++++====

    The Average Angle Method

    502

    80202

    AAA DCAVG ====++++

    ====

    ++++====

    AVEAVG AsinIsinMDEast ==== 50sinsin19400x ====

    ft76.99x ====

  • 14

    The Average Angle Method

    AVGIcos400Vert ====cos19400z ====

    AVGAVG AcosIsinMDNorth ====

    ft 71.83y ====

    50cossin19400y ====

    ft21.378z ====

  • 15

    The Average Angle Method

    At Point D,

    x = 1,000 + 99.76 = 1,099.76 ft

    y = 1,000 + 83.71 = 1,083.71 ft

    z = 3,500 + 378.21 = 3,878.21 ft

  • 16

    The Balanced Tangential Method

    This method treats half the measured distance (MD/2) as being tangent to I1 and A1 and the remainder of the measured distance (MD/2) as being tangent to I2 and A2.

    From: API Bulletin D20. Dec. 31, 1985

    [[[[ ]]]]2211 AsinIsinAsinIsin2MDEast ++++====

    [[[[ ]]]]2211 AcosIsinAcosIsin2MDNorth ++++====

    [[[[ ]]]]12 IcosIcos2MDVert ++++====

  • 17

    The Balanced Tangential Method

    (((( ))))DDCC AsinIsinAsinIsin2MDEast ++++====

    (((( ))))oooo 80sin24sin20sin14sin2

    400++++====

    ft66.96x ====

  • 18

    The Balanced Tangential Method

    (((( ))))DDCC AcosIsinAcosIsin2MDNorth ++++====

    (((( ))))oooo 80cos24sin20cos14sin2

    400++++====

    ft59.59y ====

  • 19

    The Balanced Tangential Method

    (((( ))))CD IcosIcos2MDVert ++++====

    (((( ))))oo 14cos24cos2

    400++++====

    ft77.376z ====

  • 20

    The Balanced Tangential Method

    At Point D,

    x = 1,000 + 96.66 = 1,096.66 ft

    y = 1,000 + 59.59 = 1,059.59 ft

    z = 3,500 + 376.77 = 3,876.77 ft

  • 21

    Minimum Curvature Method

  • 22

    Minimum Curvature Method

    This method smooths the two straight-line segments of the Balanced Tangential Method using the Ratio Factor RF.

    (DL= and must be in radians)2tan2RF ====

    [[[[ ]]]] RFAcosIsinAcosIsin2MDNorth 2211 ++++

    ====

    [[[[ ]]]] RFAsinIsinAsinIsin2MDEast 2211 ++++

    ====

    [[[[ ]]]] RFIcosIcos2MDVert 21 ++++

    ====

  • 23

    Minimum Curvature Method

    (((( )))) (((( )))))AAcos(1IsinIsinIIcoscos CDDCCD ====

    (((( )))) (((( )))))2080cos(124sin14sin1424cos o00ooo ====cos = 0.9356

    = 20.67o = 0.3608 radians

    The Dogleg Angle, , is given by:

  • 24

    Minimum Curvature Method

    The Ratio Factor,

    2tan2RF ====

    ====

    267.20tan

    3608.02RF

    o

    0110.1RF====

  • 25

    Minimum Curvature Method

    (((( ))))RFAsinIsinAsinIsin2MDEast DDCC ++++

    ====

    (((( )))) 0110.180sin24sin20sin14sin2

    400 oooo ++++====

    ft72.97x ====

    ft72.97011.1*66.96 ========

  • 26

    Minimum Curvature Method

    (((( ))))RFAcosIsinAcosIsin2MDNorth DDCC ++++

    ====

    ft25.60y ====

    ft25.60011.1*59.59 ========

    (((( )))) 0110.180cos24sin20cos14sin2

    400 oooo ++++====

  • 27

    Minimum Curvature Method

    (((( ))))RFIcosIcos2MDVert CD ++++

    ====

    (((( )))) 0110.114cos24cos2

    400 oo ++++====

    ft91.380z ====

    ft91.3800110.1*77.376 ========

  • 28

    Minimum Curvature Method

    At Point D,

    x = 1,000 + 97.72 = 1,097.72 ft

    y = 1,000 + 60.25 = 1,060.25 ft

    z = 3,500 + 380.91 = 3,880.91 ft

  • 29

    The Radius of Curvature Method

    (((( )))) (((( ))))(((( )))) (((( ))))

    2

    CDCD

    DCDC 180AAII

    AcosAcosIcosIcosMDEast

    ====

    (((( )))) (((( ))))(((( )))) (((( ))))

    2oooo 18020801424

    80cos20cos24cos14cos400

    ====

    ft 14.59 x ====

  • 30

    The Radius of Curvature Method

    2

    CDCD

    CDDC 180)AA()II(

    )AsinA(sin)IcosI(cosMDNorth

    ====

    2180)2080)(1424(

    )20sin80)(sin24cos400(cos14

    ====

    ft 79.83 y ====

  • 31

    The Radius of Curvature Method

    ==== 180

    II)IsinI(sinMDVert

    CD

    CD

    ft 73.773 z ====

    ====

    1801424

    )14sin24(sin400 oo

  • 32

    The Radius of Curvature Method

    At Point D,

    x = 1,000 + 95.14 = 1,095.14 ft

    y = 1,000 + 79.83 = 1,079.83 ft

    z = 3,500 + 377.73 = 3,877.73 ft

  • 33

    The Tangential Method

    ft 400MD D, to C from depth Measured ====

    80 A 24I 20 A 14I

    DD

    CC

    ========

    ========

    80sinsin24400 ====

    DD AsinIsinMDEast ====

    ft 22.160x ====

  • 34

    The Tangential Method

    DIcosMDVert ====24cos400 ====

    ft 42.365z ====

    DD AcosIsinMDNorth ====

    ft 25.28y ====

    oo 80cos24sin400====

  • 35

    The Tangential Method

    ft 3,865.42365.423,500z

    ft 1,028.2528.251,000 y

    ft 1,160.22160.221,000x

    D,Point At

    ====++++====

    ====++++====

    ====++++====

  • 36

    Summary of Results (to the nearest ft)

    x y z

    Average Angle 1,100 1,084 3,878

    Balanced Tangential 1,097 1,060 3,877

    Minimum Curvature 1,098 1,060 3,881

    Radius of Curvature 1,095 1,080 3,878

    Tangential Method 1,160 1,028 3,865

  • 37

  • 38

  • 39

    Building Hole Angle

  • 40

    Holding Hole Angle

  • 41

  • 42

    CLOSURE

    LEAD ANGLE

    (HORIZONTAL) DEPARTURE

  • 43

  • 44

    Tool Face Angle