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  • 8/10/2019 Reeves Oilfield Service' Company: Compact ChartBook

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    2Issue

    Reeves Oilfield Services

    CompactChartBook

    COMPACT LOGGING

    Revised April 2003

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    c Reeves Technologies

    Gam - 3

    Use this chart to correct Gamma Ray logs from Compact series tools for the effects of borehole size and mud weight.The standard condition is an eccentred tool in a 203 mm ( 8 inch ) diameter well with KClfree mud of density 1.2gm/cm . Corrections for non-standard conditions are approximatedby:

    3

    where d = caliper in inches

    f = mud density in gm/cm 3

    for centred tools

    for eccentred tools

    KCl free muds.

    Gamma Ray Borehole Correction

    Applicability: Compact Series ( MCG & MGS ) tools.

    GR /GR(corr) (log) exp 0.35= 0.75 f d - 2.255.75( )GR /GR(corr) (log) f = 1.75 - exp -0.24

    d - 2.255.75( )

    G R

    / G R

    ( c o r r )

    ( l o g )

    5.0

    4.0

    3.0

    2.0

    1.00.90.80.7

    0.6

    0.52 4 6 8 10 12 14

    Borehole Diameter ( inches )

    1.0

    2.0f

    100 150 200 250 300 350Borehole Diameter ( mm )

    Centred

    Eccentred

    Air holes

    1.21.4

    1.61.8

    2.0

    1.0

    f ( gm/cm )3

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    Ind - 10

    2 4 6 8 10 12-0.01

    0.0

    0.01

    0.02

    0.03

    0.04

    B o r e h o l e G e o m e t r i c F a c t o r

    Borehole Diameter ( in )

    Borehole Diameter ( mm )50 100 150 200 250 300

    Standoff ins ( mm )

    0.0 ( 0 )

    0.5 ( 13 )

    1.0 ( 25 )

    1.5 ( 38 )

    2.0 ( 51 )

    Field logs are corrected for bit size, nominal standoff and borehole fluid salinity.

    Corrections are applied to each sub-array. The chart shows the compositecorrection after construction of the Shallow output curve.

    If borehole conditions depart significantly from nominal, new borehole correctionsmay be computed and applied to the processed logs after first removing the fieldcorrections.

    Borehole corrected conductivities are given by:

    Where is the apparent conductivity, the borehole fluid conductivity,and the borehole geometric factor.

    app mg b

    corr app mg b

    g b=

    1--

    Array Induction Borehole Correction - Shallow

    Applicability: Compact Series ( MAI ) tools.

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    c Reeves Technologies

    Ind - 11

    2 4 6 8 10 12-0.002

    0.0

    0.002

    0.004

    0.006

    0.008

    B o r e h o l e G e o m e t r i c F a c t o r

    Borehole Diameter ( in )

    Borehole Diameter ( mm )50 100 150 200 250 300

    Standoff ins ( mm )

    0.0 ( 0 )

    0.5 ( 13 )

    1.0 ( 25 )

    1.5 ( 38 )

    2.0 ( 51 )

    Array Induction Borehole Correction - Medium

    Applicability: Compact Series ( MAI ) tools.

    Field logs are corrected for bit size, nominal standoff and borehole fluid salinity.

    Corrections are applied to each sub-array. The chart shows the compositecorrection after construction of the Medium output curve.

    If borehole conditions depart significantly from nominal, new borehole correctionsmay be computed and applied to the processed logs after first removing the fieldcorrections.

    Borehole corrected conductivities are given by:

    Where is the apparent conductivity, the borehole fluid conductivity,and the borehole geometric factor.

    app mg b

    corr app mg b

    g b=

    1--

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    c Reeves Technologies

    Ind - 12

    2 4 6 8 10 12-0.001

    0.0

    0.001

    0.002

    0.003

    0.004

    B o r e h o l e G e o m e t r i c F a c t o r

    Borehole Diameter ( in )

    Borehole Diameter ( mm )50 100 150 200 250 300

    Standoff ins ( mm )

    Standoff ins ( mm )

    0.0 ( 0 )

    0.5 ( 13 )

    1.5 ( 38 )

    2.0 ( 51 )

    Array Induction Borehole Correction - Deep

    Applicability: Compact Series ( MAI ) tools.

    Field logs are corrected for bit size, nominal standoff and borehole fluid salinity.

    Corrections are applied to each sub-array. The chart shows the compositecorrection after construction of the Deep output curve.

    If borehole conditions depart significantly from nominal, new borehole correctionsmay be computed and applied to the processed logs after first removing the fieldcorrections.

    Borehole corrected conductivities are given by:

    Where is the apparent conductivity, the borehole fluid conductivity,and the borehole geometric factor.

    app mg b

    corr app mg b

    g b=

    1--

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    c Reeves Technologies

    Lat - 4

    Compact Deep Laterolog Borehole Correction

    Applicability: Compact Series ( MDL ) tools, Operating Mode A.

    Standard condition is 13 mm ( 0.5 inch ) standoff in a 200 mm ( 8 inch )

    well, Ra/Rm = 20.

    1 10 100 10,0001,000

    1.6

    1.4

    1.2

    1.0

    0.8

    0.6R / RLLD m

    R

    / R

    L L D ( C o r r )

    L L D

    1 10 100 10,0001,000

    1.6

    1.4

    1.2

    1.0

    0.8

    0.6

    R / RLLD m

    R

    / R

    L L D ( C o r r )

    L L D

    1 10 100 10,0001,000

    1.6

    1.4

    1.2

    1.0

    0.8

    0.6

    R / RLLD m

    R

    / R

    L L D ( C o r r )

    L L D

    64

    810

    16

    150100

    200 250 300

    Borehole Diameterins mm

    12 14 350 400

    Centred

    38 mm (1.5 inch) Standoff

    13 mm (0.5 inch) Standoff

    6

    64

    8

    8

    10

    10

    16

    16

    150

    150100

    200

    200

    250

    250

    300

    300

    Borehole Diameter

    Borehole Diameter

    ins

    ins

    mm

    mm

    12

    12

    14

    14

    350

    350

    400

    400

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    Lat - 5

    Compact Shallow Laterolog Borehole Correction

    Applicability: Compact Series (MDL) tools, Operating Mode A.

    1 10 100 10,0001,000

    1.6

    1.4

    1.2

    1.0

    0.8

    0.6R / RLLS m

    R

    / R

    L L S ( C o r r )

    L L S

    1 10 100 10,0001,000

    1.6

    1.4

    1.2

    1.0

    0.8

    0.6

    R / RLLS m

    R

    / R

    L L S ( C o r r )

    L L S

    1 10 100 10,0001,000

    1.6

    1.4

    1.2

    1.0

    0.8

    0.6

    R / RLLS m

    R

    / R

    L L S ( C o r r )

    L L S

    64

    810

    16

    150100

    200250300

    Borehole Diameterins mm

    1214 350

    400

    Centred

    38 mm (1.5 inch) Standoff

    13 mm (0.5 inch) Standoff

    16

    16

    14

    14

    12

    12

    10

    10

    8

    8

    6

    6

    150

    150

    200

    200

    250

    250

    300

    300

    350

    350

    400

    400

    Borehole Diameter

    Borehole Diameter

    mm

    mm

    ins

    ins

    4100

    Standard condition is 13 mm ( 0.5 inch ) standoff in a 200 mm ( 8 inch )

    well, Ra/Rm = 20.

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    Compact Dual Laterolog Tornado Chart

    Applicability: Compact Series (MDL) tools. Operating Mode A.Thick beds, 8 inch ( 203 mm ) hole, step invasion profile, Rxo/Rm = 50.Use Borehole corrected data.

    c Reeves Technologies

    Lat - 6

    1.0 2 3 4 5 10 20 30 40 500.4 0.6 0.80.2

    0.3

    0.4

    0.5

    0.6

    0.8

    1.0

    2

    3

    4

    5

    6

    8

    10

    20

    30

    40

    50

    60

    80100

    R / RLLD LLS

    R

    / R

    L L D

    x o

    100

    0.4

    0.2

    30 40 50 6080

    120R tRxo

    D ( inches )i

    R tRLLD 100

    70

    50

    30

    20

    10

    15

    7

    5

    3

    2

    1.5

    1.2 1.3 1.41.6 1.8

    20

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    Compact Dual Laterolog Tornado Chart

    Applicability: Compact (MDL) series tools. CML operating mode.Thick beds, 8 inch ( 203 mm ) hole, step invasion profile, Rxo/Rm = 50Use Borehole corrected data.

    c Reeves Technologies

    Lat - 7

    1.0 2 3 4 5 10 20 30 40 500.4 0.6 0.80.2

    0.3

    0.4

    0.5

    0.6

    0.8

    1.0

    2

    3

    4

    5

    6

    8

    10

    20

    30

    40

    50

    60

    80100

    R / RLLD LLS

    R

    / R

    L L D

    x o

    100

    0.4

    0.2

    30 40 50 6080

    120

    R tRxo

    D ( inches )i

    R tRLLD 100

    70

    50

    30

    20

    10

    15

    7

    5

    3

    2

    1.11.2

    1.3 1.4 1.61.51.8

    20

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    SFE - 2

    Corrections are approximated by: R / R = a + a x + a x + a x +.....FEFR (Corr) FEFR 0 1 2 2 3 3

    where x = ln(R /R ). Coefficients for 4,6,8,10 and 12 inch wells are (left to right):FEFR m

    1.00000000.3515411

    -0.1259589

    0.0209587-0.00183410.0000652

    1.00000000.5245657

    -0.2158732

    0.0404045-0.00372540.0001324

    1.00000000.6591658

    -0.2848466

    0.0570030-0.00567880.0002223

    1.00000000.7950933

    -0.4006034

    0.1119412-0.01722750.0010960

    1.00000000.9368961

    -0.4659671

    0.1453734-0.02866250.0026412

    a0a1a2

    a3a4a5

    C e n t r e d

    10.1 10 100 10,0001,000

    RFEFR / Rm

    R

    / R

    F E F

    R ( C

    o r r )

    F E F R

    Centred

    1.6

    1.4

    1.2

    1.0

    0.8

    0.6

    1.8

    2.0

    2.2

    2.4

    0.4

    68

    10

    4150200250

    300

    ins mm

    12

    100

    Borehole Diameter

    The Corrected Shallow Resistivity curve FEFE has been corrected for bit size and Rm. To apply

    an alternative correction, enter the chart using the Raw Shallow Resistivity curve FEFR.

    Compact Focussed Electric Borehole Correction

    Applicability: Compact Series ( MFE ) tools.

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    Npor - 6a

    0 10 20 30 40 50 Apparent Limestone Porosity Units

    0 10 20 30 40 50

    Pressure(kpsi)

    05

    1510

    2025

    50

    100150200250300

    Temperature( F)o

    Mud Weight(lb/US gal)

    naturalbarite 8

    101214

    1618

    050

    100150200250

    B o r e h o l e S a l i n i t y

    ( k p p m )

    164 8 12

    0

    1

    2

    3

    M u l t i p l i e r

    Hole Size (ins)

    0 10 20 30 40 50

    Standard condition

    00.51.01.52.02.5

    S t a n d o f f ( i n s )

    4 8 12 16

    0.50

    1.0

    1.5

    2.0

    M u l t i p l i e r

    Hole Size (ins)

    2.5 1.50.5

    Standoff

    Corrected Porosity Units

    Neutron Porosity Environmental Corrections

    Applicability: Open hole logs from Compact Series (MDN) tools.

    4

    86

    1210

    1416

    Borehole Size(ins)

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    Npor - 7

    0 10 20 30 40 50Environmentally Corrected Neutron Porosity ( pu )

    010

    20

    30

    4050

    6070

    0 10 20 30 40 500

    10

    20

    30

    405060

    70

    010

    20

    30

    40

    50

    6070

    SandstoneFormations

    ma ( cu )

    LimestoneFormations

    ma ( cu )

    DolomiteFormations

    ma ( cu )

    Standard condition

    = (-2.51a + 11.34a - 8.83) .(0.08 exp(-0.04 ) + 0.05)2

    = (-1.37a + 8.78a - 7.41) .(0.08 exp(-0.045 ) + 0.25)2

    = (-7.09a + 16.98a - 9.89) .(0.11 exp(-0.06 ) + 0.20)2

    where: = borehole corrected neutron porosity in appropriate matrix unitsand a = mama(std) /

    ma(std) = 4.26, 7.10 and 4.70 cu respectively for standard sand, lime and dolomite.and

    Use the appropriate nomogram to deduce corrections for variations in matrix sigma values.Sigma corrections associated with variations in formation fluid salinity are specified in ChartNpor - 8. Matrix sigma corrections are given by:

    sandlimedolomite

    Neutron Porosity Matrix Cross Section Correction

    Applicability: Open hole logs from Compact Series ( MDN ) tools.

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    Npor - 8

    0 10 20 30 40 50

    0 10 20 30 40 50

    Environmentally Corrected Neutron Porosity ( pu )

    Standard condition

    Use the appropriate nomogram to deduce corrections for variations in formation salinity. If the matrix cross section is known, a correction should first be made using Chart Npor-7.Salinity corrections are approximated by:

    Neutron Porosity Formation Salinity Corrections

    Applicability: Open hole logs from Compact Series ( MDN ) tools.

    250200150100

    500

    SandstoneFormations

    Salinity (kppm)

    250200150100

    500

    LimestoneFormations

    Salinity (kppm)

    250200

    15010050

    0

    DolomiteFormations

    Salinity (kppm)

    where: = borehole corrected neutron porosity in appropriate matrix units

    sand 2 2= (-0.07 +2.0 -3.0) .kppm .10 + (0.031 - 0.4 +1.0) .kppm .10- (1.4 +2.0) .kppm .10

    3 -8 2 -5

    -3

    lime 2 2= (-0.066 +3.0 -1.0) .kppm .10 + (0.024 - 0.6 +1.2) .kppm .10- ( +1.0) .kppm .10

    3 -8 2 -5

    -3

    dolomite 2 2= (-0.02 +0.4 -1.0) .kppm .10 + (0.022 - 0.1 +1.0) .kppm .10- (2.0 +2.0) .kppm .10

    3 -8 2 -5

    -3

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    LPC - 1

    1.9

    2.0

    2.1

    2.2

    2.3

    2.4

    2.5

    2.6

    2.7

    2.8

    2.9

    3.0

    B u l k

    D e n s i t y (

    g m / c m

    o r M g / m

    )

    3

    3

    0 5 10 15 20 25 30 35 40

    Apparent Limestone Porosity ( pu )

    S a n d

    s t o n e

    L i m e s

    t o n e

    D o l o m

    i t e

    P o r o s

    i t y

    0

    5

    1 0

    1 5

    2 0

    2 5

    3 0

    3 5

    4 0

    0

    0

    5

    5

    1 0

    1 0

    1 5

    1 5

    2 0

    2 0

    2 5

    2 5

    3 0

    3 0

    3 5

    3 5

    4 0

    0 A n

    h y d r i t e

    45

    40

    35

    30

    25

    20

    15

    10

    5

    0

    -5

    -10

    -15

    D e n s i t y

    P o r o s i t y (

    p u )

    (

    = 2

    . 7 1 g m / c m ) 3

    m a

    Lithology-Porosity from Density-Neutron Crossplot

    Applicability: MPD and MDN tools, environmentally corrected.Formation fluid density = 1.0 gm/cm ( Mg/m )3 3

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    c Reeves Technologies

    LPC - 2

    1.9

    2.0

    2.1

    2.2

    2.3

    2.4

    2.5

    2.6

    2.7

    2.8

    2.9

    3.0

    B u l k

    D e n s i t y (

    g m / c m

    o r M g / m

    )

    3

    3

    0 5 10 15 20 25 30 35 40

    Apparent Limestone Porosity ( pu )

    D o l o m

    i t e

    P o r o s

    i t y

    0

    5

    1 0

    1 5

    2 0

    2 5

    3 0

    3 5

    4 0

    0

    0

    5

    5

    1 0

    1 0

    1 5

    1 5

    2 0

    2 0

    2 5

    2 5

    3 0 3 0

    3 5

    3 5

    4 0

    0 A n

    h y d r i

    t e

    45

    40

    35

    30

    25

    20

    15

    10

    5

    0

    -5

    -10

    -15

    D e n s i t y

    P o r o s i t y (

    p u )

    (

    = 2

    . 7 1 g m / c m ) 3

    m a

    Lithology-Porosity from Density-Neutron Crossplot

    Applicability: MPD and MDN tools, environmentally corrected.Formation fluid density = 1.19 gm/cm ( Mg/m )3 3

    S a n d

    s t o n e

    L i m e s t

    o n e

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    LPC - 5

    0 5 10 15 20 25 30 35 40

    Apparent Limestone Porosity ( pu )

    L i m e s t o

    n e

    D o l o m i t e

    P o r o

    s i t y

    0

    0

    5

    1 0

    1 5

    1 5

    2 0

    2 0

    2 5

    3 0

    3 0

    4 0

    A n h y

    d r i t e

    40

    50

    60

    70

    80

    90

    100

    110

    S o n i c T r a n s i t

    T i m e ( m i c r o s e c o n d s / f t )

    3 5

    140

    160

    180

    200

    220

    240

    260

    280

    300

    360

    340

    320

    S o n i c T r a n s i t

    T i m e (

    m i c r o s e c o n d s

    / m

    )

    0

    5

    1 0

    1 5

    2 0

    2 5

    3 5

    4 0

    1 0

    3 0

    S a n d

    s t o n e

    Time average

    Raiga-Clemenceau

    3 0

    1 5

    3 5

    3 0

    3 5

    2 5

    2 0

    1 5

    1 0

    5

    3 5

    3 0

    2 5

    2 0

    1 5

    1 0

    2 0

    2 5

    1 0

    5

    5

    Formation fluid slowness = 189 microseconds/ ft ( 620 microseconds/m )

    Lithology-Porosity from Sonic-Neutron Crossplot

    Applicability: MDN tools, environmentally corrected.

    2 5

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    c Reeves Technologies

    Gen - 8

    200

    100

    0

    Rigid Tool Length (m)

    Rigid Tool Length (ft)

    B e n d R a d i u s ( m )

    2 3 4 5 6 7 8 9 10 11 12

    10 20 30 40

    9

    10

    1112131415

    20

    304050

    100200

    A n g u l a r

    B u i l d u p R a t e

    ( d e g r e e s / 3 0 m o r d e g r e e s / 1 0 0 f t ) 3 ins(76 mm)

    4 ins(102 mm)

    5 ins(127 mm)

    6 ins(152 mm)

    7 ins(178mm )

    8 ins(203 mm)

    Well Diameter

    200

    100

    0

    Rigid Tool Length (m)

    Rigid Tool Length (ft)

    B e n d R a d i u s ( m )

    2 3 4 5 6 7 8 9 10 11 12

    10 20 30 40

    9

    10

    1112131415

    20

    304050

    100200

    A n g u l a r

    B u i l d u p R a t e

    ( d e g r e e s / 3 0 m o r d e g r e e s / 1 0 0 f t )

    5 ins(127 mm)

    6 ins(152 mm)

    7 ins(178 mm)

    8 ins(203 mm)

    9 ins(229 mm)

    10 ins(254 mm)

    Well Diameter

    For a given tool diameter t, the maximum rigid tool length L that will traverse a well of diameterd andbendradius R isgiven by:

    L = 2{(R+d) - (R+t) }

    Angular build rate ( degrees / 30 m ) = 1718/R ( R in m )

    2 2 1 /2

    57 mm ( 2 in ) tools1/4

    95 mm ( 3 in ) tools3/4

    Maximum Tool Length in Deviated Wells