How to Find Buried
The Ground Penetrating Radar
The text in this article has been extracted from the United States Environmental Protection Agency’ materials. It has been shortened and simplified. For in-depth information go to US EPA Contaminated Site Clean-Up Information at https://clu-in.org/characterization/technologies/gpr.cfm
Ground penetrating radar (GPR) can be a very useful method for underground storage tank (UST) sites because it is appropriate for a broad range of investigations and is only rarely affected by cultural interferences (e.g., buildings, fences, power lines).
Measurements are continuously recorded, providing a profile of subsurface conditions.
GPR uses high frequency electromagnetic waves (i.e., radar) to acquire subsurface information. The waves are radiated into the subsurface by an emitting antenna.
When a wave strikes a suitable object, a portion of the wave is reflected back to a receiving antenna.
The GPR method utilizes antennas that emit a single frequency between 10 and 3000 MHz.
Within this range, higher frequencies provide better subsurface resolution at the expense of depth of penetration.
Lower frequencies in this range allow for greater penetration depths but sacrifice subsurface target resolution.
In UST investigations, the working frequency range is generally 100 to 900 MHz. Frequencies above 900 MHz are typically used for investigations less than 2 feet below ground surface (bgs).
GPR Profile Crossing 4 UST's
The depth of wave penetration is also controlled by the electrical properties of the media through which the waves travel.
GPR measurements are usually made along parallel lines that traverse the area of interest. The spacing of the lines depends on the level of detail sought and the size of the target(s) of interest.
Electrically conductive materials (e.g., many mineral clays and soil moisture rich in salts and other free ions) rapidly attenuate the radar signal and can significantly limit the usefulness of GPR.
For example, in shallow, wet clays the depth of penetration may be less than 2 feet.
In contrast, in dry materials such as clay-free sand and gravel, penetration depths can be as great as 90 feet.
Penetration depths typically range between 3 and 15 feet bgs.
Typically, an average walking pace of 2 to 3 miles per hour is used.
Some very detailed investigations can be as slow as 0.1 mile per hour, and newer systems can be mounted on vehicles and used at speeds up to 65 miles per hour.
Subsurface cultural interferences include densely packed rebar used in reinforced concrete, wire mesh (often used for concrete floors), and pipes and utilities.