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Groundwater Geophysics Phần 3 docx
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96 Kord Ernstson, Reinhard Kirsch
(layer i) with thickness hi in a sounding curve supplies a substitute resistivity ρ*i and substitute thickness h*
i:
i T ρL ρ = ρ ⋅ ∗ (3.6)
L
T hi hi
ρ
ρ = ⋅ ∗ (3.7)
While for the substitute resistivity ρL < ρ*i< ρT , the substitute thickness
h*i is larger than the true thickness hi by a multiplier of λ=(ρT/ρL)
1/2, λ being the coefficient of anisotropy (Fig. 3.9).
Fig. 3.9. Electrical anisotropy on different scales: a macroanisotropic resistivity
section with average transverse and longitudinal resistivities ρT and ρL (left) and a
single microanisotropic layer with transverse and longitudinal resistivities ρT and
ρL (right). Interpretation of the sounding curve leads to higher thickness of the microanisotropic layer (h3
*
) than in reality
Geoelectric anisotropy is a matter of scale and of the resolution of a vertical resistivity section. While graphite, a slate or a lake sediment may be
termed microanisotropic, a sequence of well-defined electrically isotropic
beds can behave macroanisotropic if they are not resolved in a geoelectric
sounding curve (see, e.g., the ten-layer case in Fig. 3.8).
3 Geoelectrical methods 97
For a macroanisotropic section, average longitudinal and average transverse resistivities can be calculated from the parameters of the single beds
(Fig. 3.9):
L i i i ρ = ∑h / ∑h /ρ ∗ (3.8)
ρ = ∑ ρ ∑ ∗
T i i i h / h (3.9)
Substitute resistivity and thickness as well as coefficient of anisotropy are
the same as for microanisotropic behavior (3.6, 3.7).
Equivalence between true resistivity sections and sections with substitute layers due to anisotropy may cause serious modeling and interpretation errors if the anisotropy (both macro and micro) is not recognized. As
can be calculated from Eqs. 3.6 - 3.9, intermittently occurring high- and
low-resistivity beds may lead to large coefficients of anisotropy and, correspondingly, to large errors in modeled thicknesses.
Anisotropy also leads to discrepancies between results of vertical electrical soundings and electromagnetic induction measurements (horizontal
current flow-lines). Comparing VES date with data from resistivity borehole logging (mostly horizontal flow lines), anisotropy must also be taken
into consideration.
3.2.5 Geological and hydrogeological interpretation
The discussion of the principle of equivalence shows that singular depth
soundings are in general little meaningful. Likewise, the sometimes used
term "electrical drilling" should basically be avoided, because VES is not
intended to and cannot replace boreholes but is methodically a different
complex. VES interpretation comprises the more or less synchronous handling of measured sounding curves in the survey area and their modeling
results. Continuity of layers in the area should be checked as well as the
reality of obvious breaks in the geologic layering.
With regard to equivalence, reinterpretation of some soundings can be
necessary, and additional field measurements may be helpful. In areas of
young Cenozoic unconsolidated deposits (molasse, glacial sediments) with
rapidly changing thicknesses (Fig. 3.10A), data of a key borehole may be
required to fix modeling parameters and thus to get absolute depths independent of equivalence. In hard sedimentary rocks where stratigraphic
standard thicknesses and rock resistivities are frequently well known and
constant over large areas, VES modeling and interpretation may be easier
leading to a detailed knowledge of the tectonics in many cases (Fig. 3.10B).
98 Kord Ernstson, Reinhard Kirsch
As the final result, a resistivity model of the project area which is geologically and hydrogeologically reasonable and without discrepancies with
drilling or other geophysical results should be obtained.
Fig. 3.10. Resistivity depth profiles from vertical electrical soundings. A: Quaternary sandy aquifer partly covered with till, B: tectonic graben as a fractured and
partially karstified limestone aquifer
3.3 Resistivity mapping
Targets of resistivity mapping (or profiling) are near surface resistivity
anomalies, caused by, e.g., fracture zones, cavities or waste deposits. Any
common electrode configuration (e.g., Wenner or Dipole-Dipole) can be
used for mapping purposes. In general, the chosen four-point configuration
3 Geoelectrical methods 99
is kept constant and moved along profiles, while apparent resistivity is
recorded (Fig. 3.11). Prior to the field works, optimum electrode spacing
of the configuration can be determined by model calculations, if assumptions on resistivity and depth of the target and on resistivity of the surrounding material are possible.
I U
apparent resistivity
distance
Fig. 3.11. Resistivity mapping with a dipole-dipole configuration
Another common array is the gradient array (Fig. 3.12). Here electrodes A
and B are fixed and only electrodes M and N are moved, and a rectangular
area between the electrodes is mapped. The apparent resistivities are calculated from (3.1, 3.2) and plotted as a map of isoohms (Fig. 3.13). Instead
of point electrodes line electrodes may be used for current injection (e.g.
grounded cables or a number of lined-up connected steel rods).
Although the mapping response of an arbitrary resistivity distribution
can be calculated, interpretation is in general done qualitatively by locating
structures of interest and outlining their extension and strike. Nevertheless,
a study of resistivity mapping model curves (see, e.g., Keller & Frischknecht
1970, Schulz 1985) may be very useful to learn that even simple geometries
may produce complex apparent-resistivity profiles and that anomalies may
be quite different when measured with different electrode configurations.
100 Kord Ernstson, Reinhard Kirsch
Fig. 3.12. Gradient array for resistivity mapping
0 20 40 60 80 100 120 140
0
10
20
30
40
90
105
120
135
150
m
m Ohmm
Fig. 3.13. Apparent resistivities over fracture zones in limestone mapped by gradient array
3.3.1 Square array configuration
The square array configuration is especially designed for the mapping of
resistivity anisotropy, caused by e.g. fracture zones. Fracture zones may
behave electrically anisotropic, because the resistivity parallel to strike is
in general lower than perpendicular. The electrodes are arranged to form a
square (Fig. 3.14) whose side length is a, and the apparent resistivity assigned to the midpoint is computed from
I
U
ρA = K ⋅ (3.10)
with the geometric factor of the square array defined by
2 2
2 a K −
π = (3.11)
At each location, the square is rotated by 45°, and four apparent resistivity
values ρA1 ... ρA4 are measured (Fig. 3.14). They depend on the resistivity