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KIRTLAND AIR FORCE BASE ALBUQUERQUE, NEW MEXICO ...

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APPENDIX B<br />

Ground Penetrating Radar<br />

The strength of a radar signal is a complex function of the distance traveled through the medium and the<br />

dielectric constant, the magnetic permeability and the electrical conductivity of the medium. Radar<br />

signals are attenuated rapidly in materials with high electrical conductivity. The attenuation of radar<br />

signals in subsurface media is a strong function of the mineralogy and the water content. Thus, materials<br />

such as dry sands and gravels are least absorptive of radar signals, whereas wet mineralogic clays are<br />

saline soils can be highly absorptive. The absorptive properties of the medium limit the penetration<br />

depth, i.e., the depth at which targets can be detected.<br />

GPR surveys are usually performed by establishing a grid of parallel survey lines across the site and<br />

moving the radar antenna along each of these lines. A suitable means must be provided for determining<br />

the location of the radar unit along each of the lines, and for documenting this information on the<br />

recording medium. Typical systems measure the time and velocity of antenna motion, or determine the<br />

position of the antenna by synchronization signals from the wheels or tracks of the vehicle used to tow<br />

the antenna. Simpler systems have used aluminum foil strips placed across the path of the antenna to<br />

provide unambiguous location information directly on the radar traces. Global positioning system (GPS)<br />

measurements can be integrated with the radar data in ―open‖ areas void of dense canopy.<br />

To determine the depth of anomalies noted on radar traces, the travel time data actually recorded are<br />

corrected to depth using measured or estimated wave velocities. The velocity of electromagnetic waves<br />

in the subsurface medium at the site can be determined by excavation to observed targets and measuring<br />

their depths, or by acquiring data over objects at a known depth (e.g. underground utilities). The velocity<br />

should be determined at several points in the area of interest. Alternatively, the velocity can be estimated<br />

based on the subsurface medium‘s characteristics in comparison to other media with known velocities.<br />

For determination of large-scale subsurface geologic features or to detect larger buried targets,<br />

reconnaissance-type, low-resolution surveys are typically performed with a track spacing of 5 to 15 ft or<br />

more. Surveys to detect small discrete targets may require a track spacing as close as 2 to 5 ft.<br />

Reflected radar signals are electronically processed and displayed as an intensity-modulated time<br />

spectrum, where the time of the signal response is related to the target depth. Typically, the data are<br />

digitally recorded on the internal hard drive or small field computer, which is commonly built into the<br />

radar systems.<br />

Although much of the data obtained in a GPR survey are automatically recorded by the instrumentation,<br />

additional information to unambiguously identify and to interpret each profile should be recorded on<br />

standard data sheets. As a minimum the data sheet should contain the following information:<br />

Project name and location with state planar coordinate information<br />

Company or organization<br />

Date and time of day<br />

Operator(s) name<br />

Instrument make, model, serial number, and calibration date/frequency (if applicable)<br />

Weather, surface topography, vegetation, and soil descriptions<br />

Kirtland AFB<br />

SOPs for Field Investigations B-66 April 2004

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