reeves oilfield service' company: compact chartbook
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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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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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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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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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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.
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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.
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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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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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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