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Log Analysis by Computer
Log Analysis by Computer
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Log Analysis by Computer
Manual vs. Computer Methods
Manual Methods are mainly graphical limited to 2 dimensions
e.g., vs. Rt
b
vs. NLS
3 dimensions in case of MID Plot
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Log Analysis by Computer
Graphical vs. Algebraic Methods crossplots have restricted dimensions
restricted number of logs to input
restricted number of lithology components
anything on a graph can be representedin equation form
equations are not restricted in number
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Log Analysis by Computer
Crossplotting & Algebraic Methods unknown mixture of 3 known minerals
solve using D N S & MID Plot or, algebraically,
L1 = L1f + Vm1L1m1 + Vm2L1m2 + Vm3 L1m3
L2 = L2f + Vm1L2m1 + Vm2L2m2 + Vm3 L2m3
L3 = L3f + Vm1L3m1 + Vm2L3m2 + Vm3 L3m3
1 = + Vm1 + Vm2 + Vm3
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Log Analysis by Computer
Simultaneous Equations
for D N S,
b = f + Vm1 m1 + Vm2 m2 + Vm3 m3N
= N
f + Vm1 N m1 + Vm2 Nm2 + Vm3 N m3 t = t f + Vm1 t m1 + Vm2 t m2 + Vm3 t m31 = + Vm1 + Vm2 + Vm3
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Log Analysis by Computer
Matrix Algebraic Methods
In matrix notation, L = C x V
1
1N
n
n
Vm =
= +
N
in=1
= fLimL n+imV nL
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Log Analysis by Computer
Matrix Algebra Solution
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Log Analysis by Computer
The Perfect Martini Problem
Simultaneous EquationsAlcohol: 47G + 18D + 16S = 35
Sugar: 0G + 3D + 14S = 3.4Unity: G + D + S = 1
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Log Analysis by Computer
The Perfect Martini Problem
Matrix Algebra Format[ 47 18 16 ] [ G ] [ 35 ]
[ 0 3 14] [ D ] = [ 3.4 ][ 1 1 1] [ S ] [ 1 ]
C V = L
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Log Analysis by Computer
Matrix Solution
V = C-1 L
[ G ] [ 0.60 ]V = [ D ] = [ 0.20 ]
[ S ] [ 0.20 ]
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Log Analysis by Computer
Martini Solution
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Log Analysis by Computer
MineralMix D-N
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Log Analysis by Computer
MineralMix S-N
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Log Analysis by Computer
MineralMix M - N
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Log Analysis by Computer
Algebraic Unique Solution
assuming limestone and dolostone solving 3 simultaneous equations:
point porosity vol. LS vol. Dol.
A 0.18 -0.13 0.95
B -0.02 0.04 0.98
impossible solution
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Log Analysis by Computer
Problems with Unique Solutions
(deterministic answers)
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Log Analysis by Computer
Problems with Unique Solutions Answers from any one data set may differ
from those from another because: incorrect choice of minerals
unknown clay types
unknown clay distribution modes uncertain log response equation
residual hydrocarbon effects
log errorscalibration
---borehole effects
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Log Analysis by Computer
Some Errors Must be Assumed
in the log readings
in the tool response equations
in interpretation transforms
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Log Analysis by Computer
Log Errors inadequate calibrations
sloppy calibration techniques poor operating techniques
tool malfunctions
operator error environmental effects
borehole size and condition
bed thicknessinvasion effects
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Log Analysis by Computer
Real Problems of PhysicsConditions Solution Approaches
1. under-determined guesstimistic2. uniquely-determined deterministic
3. over-determined stochastic
Only stochastic approach really makes use of the
capabilities of computers,
other than as drudgery reduction devices.
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Log Analysis by Computer
Guesstimistic Solution
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Log Analysis by Computer
Deterministic Solution
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Log Analysis by Computer
Deterministic Approaches
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Log Analysis by Computer
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Log Analysis by Computer
Over-Determined Condition
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Log Analysis by Computer
Equation Solution Approaches
uniquely-determinedDeterministic
over-determined
Stochastic
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Log Analysis by Computer
Stochastic Approaches
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Log Analysis by Computer
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Log Analysis by Computer
Stochastic Logics
make allowance for errors
least squares error solution
require over-determination
forward modeling concept
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Log Analysis by Computer
Stochastic Logics
add an error term in toolresponse equations
N
in=1
= fLimL n+imV nL +i
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Log Analysis by Computer
Li
= Li f +VclLcl++ iVmnLimn
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Log Analysis by Computer
Forward Modeling Concept
1. Measured Log Dataunknown volume fractions plus errors
2. Theoretical Log Response Equation
guesstimated volume fractions
( ) ), , , ,ith i n w xo iL f Vm Vcl S S f X= =
Li=
Li
f +Vcl
Lcl
++i
Vmn
Li
mn
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Log Analysis by Computer
Error Statement
l
l
)i i iL f X =
( )1 , , ,b D n xof Vm Vcl S =
( )2 , , ,N N n xof Vm Vcl S =
, , ,i t R n w
R f Vm Vcl S =
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Log Analysis by Computer
Forward
Modeling
Concept
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Log Analysis by Computer
Error Minimization
Instruct computer . . .
Minimize !
least error solution
i
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Log Analysis by Computer
Error Squared Minimization
least squares error minimization
( )2
2
1 1
!I I
i i i
i i
Minimize E L f X= =
= =
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Log Analysis by Computer
Least Squares Error Minimization
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Log Analysis by Computer
Constraints
Certain constraints might be added
such as
Vmn 0
0
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Log Analysis by Computer
Previous Example
Error Minimization Solution
Point Vol.LS Vol.Dol. Vol. Anhy. Res. Error
A 0.201 0 0.203 0.596 3.28
B 0.030 0.042 0 0.928 1.47
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Log Analysis by Computer
Weighted Least Squares
weighting of each log reading accordingto its reliability / uncertainty
Minimize !
weighted least squares error solution
i
i
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Log Analysis by Computer
Total Weighted Error
or,
2 2 2
1 2
1 2
n
n
E
= + + +
iii
2
1
n
i
i i
E
=
=
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Log Analysis by Computer
Error ( uncertainty) Bands
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Log Analysis by Computer
Weighted Least Squares ErrorMinimization
Minimize ! ( )
2
21
I
i i
w
i i
L f XE=
=
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Log Analysis by Computer
Weighted Least Squares Error
Minimization
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Log Analysis by Computer
Real Problems of PhysicsConditions Solution Approaches
1. under-determined guesstimistic
2. uniquely-determined deterministic
3. over-determined stochastic
Only stochastic approach really makes use of
the capabilities of computers,
other than as drudgery reduction devices.
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Log Analysis by Computer
Stochastic Software
ELAN
ULTRA
MULTIMIN
Etc.
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Log Analysis by Computer
ULTRAoutput
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Log Analysis by Computer
Allowing for
Feldspar &
Mica
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Log Analysis by Computer
Effect of
Pyrite
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Log Analysis by Computer
Residual
Error
Check
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Log Analysis by Computer