Located An-Eul Solutions
Use the Euler 3D > Located An-Eul Solutions menu option (E3ANEULER GX) to apply the An-Eul method to determine the source depths and structural indexes of a list of anomaly locations in the current database.
Located An-Eul Solutions dialog options
X derivative grid (.grd) |
Input X-Derivative Grid file name. Script Parameter: EULER3D.DX |
Y derivative grid (.grd) |
Input Y-Derivative Grid file name. Script Parameter: EULER3D.DY |
Z derivative grid (.grd) |
Input Z-Derivative Grid file name. Script Parameter: EULER3D.DZ |
Line containing grid peak locations |
The "group" line in the database in which the grid peak locations had been saved. Script Parameter: EULER3D.XYSOLGRP |
Line for An-Eul solutions |
The "group" line in the database to which the solutions (depths and indexes) are to be written. If the selected group already exists, it will be overwritten. If it left blank (the default), the solutions are to be written to the existent grid peak locations line. Script Parameter: EULER3D.SOLGRP |
Flying height |
Flying height of observation plane (default=0.0) For drape airborne surveys, enter the flying height. Depths will be reported as depth below ground by subtracting the flying height. By default, depth below plane of observation is reported. Script Parameter: EULER3D.OBSHGHT |
Survey elevation |
Elevation of observation plane For barometric airborne surveys, enter the survey elevation. Depths will be reported as elevations by subtracting the model depth from the survey elevation. Script Parameter: EULER3D.OBSELEV |
Application Notes
Located An-Euler Method
The An-Eul method (E3ANEULER GX) determines the depth and structural index of a list of anomalies. The anomaly list is generally produced using an automatic peak-finding routine which locates peaks (E3PEAKS GX). The depth and index are then calculated at these locations using the An-Eul method.
Theory
Based on substituting derivatives of Euler’s equation into the analytic signal equation, An-Euler method is able to estimate simultaneously the source parameters, depth and index:
Depth = (AS1*AS0) / (AS2*AS0 - AS1*AS1) at the peak location x=x0, y=y0Index = (2*AS1*AS1 – AS2*AS0) / (AS2*AS0 - AS1*AS1) at the peak location x=x0, y=y0
Where
AS0(x,y) = sqrt ( (dT/dx)^2 + (dT/dy)^2 + (dT/dz)^2 )
AS1(x,y) = sqrt ( (dT/dxdz)^2 + (dT/dydz)^2 + (dT/dzdz)^2 )
AS2(x,y) = sqrt ( (dT/dxdzdz)^2 + (dT/dydzdz)^2 + (dT/dzdzdz)^2 )
Input and Output Channels
Structural Index (SI)
A structural index is an exponential factor corresponding to the rate at which the field falls off with distance, for a source of a given geometry.
The following table provides an appropriate model for the structural index value.
SI
Magnetic Field
Gravity Field
0
Contact / Step
Sill / Dyke / Ribbon / Step
1
Sill / Dyke
Cylinder / Pipe
2
Cylinder / Pipe
Sphere
3
Sphere / Barrel / Ordnance
N /A
Another way to determine an appropriate structural index is to determine how many infinite, or reasonably large dimensions are present in a given model. The model SI is this number subtracted from the maximum SI for a given field, which is 3 for magnetic data and 2 for gravity data.
Note that a zero index implies that the field (magnetic or gravity) is constant regardless of distance from the source model. These solutions are physically impossible for real data, and a zero index represents a physical limit which can only be approached as the so-called ‘infinite’ dimensions of the real source increases. In practice, an index of 0.5 can often be used to obtain reasonable results when an index of zero would otherwise be indicated.
Geological Model
Number of Infinite dimensions
Magnetic SI
Gravity SI
Sphere
0
3
2
Pipe
1 (Z)
2
1
Horizontal cylinder
1 (X or Y)
2
1
Dyke
2 (Z and X or Y)
1
0
Sill
2 (X and Y)
1
0
Contact
3 (X, Y and Z)
0
NA
References
- [1] Salem and Ravat, 2003, , "A combined analytic signal and Euler method (AN-EUL) for automatic interpretation of magnetic data", GEOPHYSICS,, vol. 68, no. 6 (Nov - Dec 2003), pp. 1952-1961
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