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Engineering Geology

Engineering Geology - geomuseu

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Geological mapping frequently forms the initial phase of exploration and should identify<br />

potential aquifers such as sandstones and limestones, and distinguish them from aquicludes.<br />

Superficial deposits may perform a confining function in relation to any major aquifers they<br />

overlie, or because of their lithology, they may play an important role in controlling recharge<br />

to major aquifers. Furthermore, geological mapping should locate igneous intrusions<br />

and major faults. Obviously, it is important during the mapping programme to establish the<br />

geological structure.<br />

Direct subsurface exploration techniques are dealt with in Chapter 7.<br />

Geophysical Methods and Groundwater Investigation<br />

As far as seismic methods are concerned, velocities in crystalline rocks are generally high to<br />

very high (Table 7.4). Velocities in sedimentary rocks increase concomitantly with consolidation<br />

and with increase in the degree of cementation and diagenesis. Unconsolidated sedimentary<br />

accumulations have maximum velocities varying as a function of the mineralogy, the<br />

volume of voids (either air-filled or water-filled) and grain size.<br />

Porosity tends to lower the velocity of shock waves through a material. Indeed, the compressional<br />

wave velocity, V p , is related to the porosity, n, of a normally consolidated sediment<br />

as follows:<br />

1 n 1 n<br />

V V V<br />

= + - Chapter 4<br />

p pf pl<br />

(4.32)<br />

where V pf is the velocity in the pore fluid and V pl is the compressional wave velocity for the<br />

intact material as determined in the laboratory. The compressional wave velocities may be<br />

raised appreciably by the presence of water.<br />

The resistivity method does not provide satisfactory quantitative results if the potential<br />

aquifers being surveyed are thin, that is, 6 m or less in thickness, especially if they are<br />

separated by thick argillaceous horizons. In such situations, either cumulative effects are<br />

obtained or anomalous resistivities are measured, the interpretation of which is extremely<br />

difficult, if not impossible. In addition, the resistivity method is more successful when used<br />

to investigate a formation that is thicker than the one above it.<br />

Most rocks and soils conduct electric current only because they contain water. But the widely<br />

differing resistivity of the various types of pore water can cause variations in the resistivity of soil<br />

and rock formations, ranging from a few tenths of an ohm-metre to hundreds of ohm-metres.<br />

175

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