3. kicks and gas migration.ppt

Upload: vandear-goalcantara

Post on 04-Jun-2018

216 views

Category:

Documents


0 download

TRANSCRIPT

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    1/42

    PETE 625Well Control

    Lesson 3

    Kicks and Gas Migration

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    2/42

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    3/42

    Assignments

    Homework #2:

    Ch 1, Problems 1.11-1.21

    Read: All of Chapter 1

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    4/42

    4

    Density of Real Gases

    M = molecular

    weight

    m = mass

    n = no. of moles

    gg= S.G. of gas

    ZRT

    pVn

    V

    nM

    V

    mg

    29

    M

    M

    M

    ZRT

    pM

    V

    M

    ZRT

    pV

    air

    g

    g

    ZRT

    pgg

    g29

    (Real Gas Law)

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    5/42

    5

    Density of Real Gases

    What is the density of a 0.6 gravity gas at

    10,000 psig and 200oF?

    From Lesson 2, Fig. 1

    ppr= p/ppc= 10,015/671 = 14.93

    Tpr= (200+460)/358 = 1.84

    Z = 1.413

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    6/42

    6

    1.413

    14.93

    1.84

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    7/42

    7

    Density of Real Gases

    g= 2.33 ppg

    TRZ

    p29 gg

    g

    p = 10,000 psig

    T = 200oF

    gg= 0.6

    {660)28.80(413.1

    015,10)6.0(29g

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    8/42

    8

    Equivalent Mud Weight,

    EMW

    The pressure, p (psig) in a wellbore, at

    a depth of x(ft) can always beexpressed in terms of an equivalent

    mud density or weight.

    EMW = p / (0.052 * x) in ppg

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    9/42

    9

    EMW

    EMW is the density of themud that, in a column ofheight, x(ft) will generate the

    pressure, p (psig) at thebottom, if the pressure at top= 0 psig

    or, at TD:

    p = 0.052 * EMW * TVD

    0po=0

    TVDp

    x

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    10/42

    10

    0

    2,000

    4,000

    6,000

    8,000

    10,000

    12,000

    0.0 10.0 20.0 30.0 40.0 50.0

    EMW, ppg

    Dep

    th,

    ft

    Depth

    pEMW

    *052.0

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    11/42

    11

    0

    2,000

    4,000

    6,000

    8,000

    10,000

    12,000

    0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000

    Annulus Pressure, psig

    Depth,

    ft After Kick

    Before Kick

    SICP = 500 psig

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    12/42

    12

    Gas Migration

    Gas generally has a much lower density than

    the drilling mud in the well, causing the gas to

    rise when the well is shut in.

    Since the gas, cannot expand in a closed

    wellbore, it will maintain its pressure as it

    rises (ignoring temp, fluid loss to formation,

    compressibility of gas, mud, and formation)This causes pressures everywhere in the

    wellbore to increase.

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    13/42

    13p1 = p2 = p3 ??

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    14/42

    14

    Gas Migration

    Example 1.7:A 0.7 gravity gas bubble

    enters the bottom of a 9,000 ft vertical

    well when the drill collars are being

    pulled through the rotary table.

    Flow is noted and the well is shut in with

    an initial recorded casing pressure of 50

    psig. Influx height is 350 ft.

    Mud weight = 9.6 ppg.

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    15/42

    15

    Gas Migration

    Assume surface temperature of 70 oF.Temp gradient = 1.1

    oF/100 ft. Surface

    pressure = 14 psia

    Determine the final casing pressure ifthe gas bubble is allowed to reach the

    surface without expanding

    Determine the pressure and equivalent

    density at total depth under these final

    conditions

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    16/42

    16

    Gas Properties at Bottom

    First assumption:BHP is brought to the surface

    Pressure at the top of the bubble

    P8,650= 14 + 50 + 0.052 * 9.6 * (9,000-350)

    = 4,378 psia

    T9,000= 70 + (1.1/100) * 9,000 + 460

    = 629oR

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    17/42

    17

    Gas Properties at Bottom

    ppc= 666 psia

    Tpc= 389 deg R

    ppr= 4,378/666 = 6.57

    Tpr= 629/389 = 1.62

    Z = 0.925

    pseudocritical - pseudoreduced

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    18/42

    18

    Bottomhole Pressure

    g= 29*0.7*4,378 / (0.925 * 80.28 * 629)

    = 1.90 ppg

    DpKICK= 0.052 * 1.9 * 350 = 35 psi

    BHP = 4,378 + 35

    BHP = 4,413 psia (~surface press.?

    ZRTpg

    gg29

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    19/42

    19

    Pressure at Surface

    Assume, at first, that Zf= 1.0 (at the surface)

    Then,

    46070*nR*0.1Vp

    629*nR*925.0V378,4

    ZnRTpV o

    so, po= 3,988 psia (with Temp. corr.)

    46070*0.1

    p

    629*925.0

    378,4 o

    BOTTOM SURFACE

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    20/42

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    21/42

    21

    Solution with Z-factor

    A few more iterative steps result in

    Z0= 0.705 and p0= 2,812 psia

    At the surface

    f= 29*0.7*2,812 / (0.705*80.28*530)

    = 1.9 ppg

    ZRT

    pgg

    g29

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    22/42

    22

    New BHP & EMW

    New BHP = 2,812 + 0.052 * 1.9 * 350+ 0.052 * 9.6 * 8,650

    New BHP = 7,165 psia

    EMW = (7,165 - 14)/(0.052 * 9,000)

    EMW = 15.3 ppg

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    23/42

    23

    1. 4,413 psia2. 4,378

    3. 3,988 (T)

    4. 3,258 (Z)

    5. 2,812 (Z)

    6. 2,024 (mud)

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    24/42

    24

    Compression of Mud in Annulus

    vA = 0.1 bbl/ft)DV = compressibility * volume * Dp

    = -6 * 10-6(1/psi) * 0.1(9,000-350)*2,626

    DV = -13.63 bbls

    Initial kick volume = 0.1 * 350 = 35 bbls

    New kick volume = 35 + 13.63

    = 48.63 bbl

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    25/42

    25

    Compression of Mud in Annulus

    From Boyles Law, pV = const

    p2* 48.63 = 2,812 * 35

    p2= 2,024 psiap8650 poA poB poC

    Consider: V,p,Z const. p,Z change mud comp.

    2nd iteration ? . 3rd

    or, Is there a better way?

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    26/42

    26

    Gas Migration Rate

    A well is shut in after taking a 30 bbl

    kick. The SIDPP appears to stabilize at

    1,000 psig. One hour later the pressure

    is 2,000 psig.

    Ann Cap = 0.1 bbl/ft

    MW = 14 ppg

    TVD = 10,000 ft

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    27/42

    27

    Gas Migration Rate

    How fast is the kick migrating?

    What assumptions do we need to make

    to analyze this question?

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    28/42

    28

    1 hr

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    29/42

    29

    First Attempt

    If the kick rises x ft. in 1 hr and the

    pressure in the kick = constant, then

    the pressure increases everywhere,

    Dp = 0.052 * 14 * x

    x = (2,000 - 1,000) / (0.052 * 14)

    x = 1,374 ft

    Rise velocity = 1,374 ft/hr

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    30/42

    30

    Gas Migration Rate

    Field rule of thumb ~ 1,000 ft/hr

    Laboratory studies ~ 2,0006,000 ft/hr

    Who is right?

    Field results?

    Is the previous calculation correct?

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    31/42

    31

    Second Attempt

    Consider mud compressibility

    Ann. capacity = 0.1 bbl/ft * 10,000 ft

    = 1,000 bbl of mud

    Volume change due to compressibility

    and increase in pressure of 1,000 psi,

    DV = 6*10-6(1/psi) * 1,000 psi * 1,000 bbl

    = 6 bbl

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    32/42

    32

    Second Attempt

    i.e. gas could expand by 6 bbl, to 36 bbl

    Initial kick pressure=1,000 + 0.052 * 14 * 10,000 (approx.)

    = 8,280 psig

    = 8,295 psia

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    33/42

    33

    Second Attempt

    A 20% expansion would reduce the

    pressure in the kick to ~ 0.8*8,295

    = 6,636 psia

    = 6,621 psig

    So, the kick must have migrated morethan 1,374 ft!

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    34/42

    34

    Second Attempt

    How far did it migrate in 1 hour?

    The pressure reduction in kick fluid

    = 8,260 - 6,621=1,659 psi

    The kick must therefore have risen an

    additional x2ft, given by:

    1,659 = 0.052 * 14 * x2

    x2= 2,279 ft

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    35/42

    35

    Second Attempt

    2nd estimate = 1,374 + 2,279

    = 3,653 ft/hr

    What if the kick size is only 12 bbl?

    What about balooning of the wellbore?

    What about fluid loss to permeable

    formations? T? Z?...

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    36/42

    36

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    37/42

    37

    Example 1.9

    Kick occurs. After shut-in, initial csg.

    Press = 500 psig. 30 minutes later,

    p = 800 psig

    What is the slip velocity if the kick

    volume remains constant?

    MW = 10.0 ppg

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    38/42

    38

    Simple Solution

    hrttftpsi

    g

    psippv

    12

    12slip

    Ignoring

    temperature,

    compressibility and

    other effects.

    5.00.10052.0

    500800vslip

    hr/ft154,1vslip

    What factors affect

    gas slip velocity, or

    migration rate?

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    39/42

    39

    Gas slip velocity

    The bubble size, and the size of the

    gas void fraction, will influence

    bubble slip velocity.

    The void fraction is defined as the

    ratio (or percentage) of the gas

    cross-sectional area to the total flowarea.

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    40/42

    40

    Gas slip velocity

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    41/42

    41

    Gas slip velocity

    Bubbles with a voidfraction > 25%

    assume a bullet nose

    shape and migrate

    upwards along the

    high side of the

    wellbore concurrent

    with liquid backflow,on the opposite side of

    the wellbore

  • 8/14/2019 3. Kicks and Gas Migration.ppt

    42/42

    Gas slip velocity

    Large bubbles rise faster than smallbubbles

    Other factors:

    Density differencesHole geometry

    Mud viscosity

    Circulation rateHole inclination

    One lab study showed max. rate at 45o.