Table 3.
Details of four single-hole and crosshole geophysical imaging methods with potential application to fractured rock. The lateral extent and depth of the surveyed region, and resolution of the measurement, are all typical values for environmental site investigation. The measured parameters can be derived directly from the acquired data. The recovered properties are obtained through processing and/or inversion of the acquired data.
| Single-hole and Crosshole Geophysical Imaging Methods | Resolution of Measurement (meters) | Measured Properties | Recovered Parameters of Interest | Potential Fractured-rock Targets |
|---|---|---|---|---|
| Electrical Resistivity tomography | 0.1 to 10 | Electrical potential generated by transmission of current | DC electrical conductivity | Fracture zones, Amendment monitoring |
| Ground Penetrating Radar (transmission tomography) | 0.1 to 5 | Arrival time and amplitude of transmitted electromagnetic energy | Electromagnetic velocity at antenna frequency (between 60MHz and 250MHz) and attenuation | Major discrete fractures, fracture zones, transport in fractures |
| Ground Penetrating Radar (reflection) | 0.1 to 1 | Arrival time and amplitude of reflected electromagnetic energy | Locations and orientations of reflectors | Locations and orientations of discrete fractures |
| Seismic transmission tomography | 1 to 5 | Amplitude and arrival time of transmitted elastic energy | Elastic wave velocities, attenuation | Fracture zones, lithology |