Environmental Enlightenment #68

By Ami Adini - Reissued June 14, 2010

This is a SHORT, LIGHT and SIMPLE newsletter. Its purpose is to rekindle in the initiated terminology they have once learned, and enlighten the uninitiated on terms they may have heard but never known the meaning of.

How to Find Buried Objects:
The Ground Penetrating Radar

[The text in this article has been extracted from the United States Environmental Protection Agency]

Ground penetrating radar (GPR) can be a very useful geophysical method for 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).

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. Measurements are continuously recorded with a resolution that is significantly higher than most other surface geophysical methods, providing a profile (i.e., cross-section) of subsurface conditions.

The GPR method utilizes antennas that emit a single frequency between 10 and 3000 MHz. Higher frequencies within this range 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

In addition to the antenna frequency, the depth of wave penetration is controlled by the electrical properties of the media being investigated. In general, the higher the conductivity of the media, the more the induced radar wave is attenuated (absorbed), lessening the return wave.

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 with high conductivity values (30 millimhos per meter or greater), the depth of penetration may be less than 2 feet.

In contrast, in dry materials that have electrical conductivity values of only a few millimhos per meter, 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.

As a result, it is important to research the likely subsurface materials in an area before deciding to use this method. Test surveys are also commonly used to help predict the success of GPR.

The depths to reflecting interfaces can be calculated from the two-way travel times of the reflected waves. Travel times are measured in nanoseconds (i.e., 1 billionth of a second). Because the velocity of electromagnetic radiation through various materials is well established, one can calculate the depth of penetration with various techniques. Estimations can also be made if the nature of the subsurface materials is only generally known.

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.



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 for reconnaissance of the shallow subsurface.

The data can be recorded for processing off-site, or they can be produced in real-time for analysis in the field.

GPR is relatively unaffected by above surface cultural interferences if the GPR antennas are shielded. For antennas that are not shielded, an experienced operator can often distinguish and ignore reflections from overhead objects.

Subsurface cultural interferences include densely packed rebar used in reinforced concrete (the density at which rebar is a problem is site specific), wire mesh (often used for concrete floors in buildings), and pipes and utilities (if geology is the target).




You can find past issues of our  "Environmental Enlightenment" at amiadini.com Wealth of information about environmental site assessments in the real estate transactions and issues concerning assessment and cleanup of contamination in the subsurface soil and groundwater.

Call me if you've got any questions. There are no obligations.

Ami Adini
Ami Adini & Associates, Inc.
Environmental Consultants
Underground Storage Tank Experts
323-913-4073; 323-667-2336 fax
mail@amiadini.com
www.amiadini.com

Ami Adini is a mechanical engineer, California Registered Environmental Assessor, Level II, and president of AMI ADINI & ASSOCIATES, INC. (AA&A), an environmental consulting firm specializing in all phases of environmental site assessments, rehabilitation of contaminated sites and upgrading of underground storage tank facilities. AA&A supplies practical solutions to environmental concerns using the highest standards of ethics and integrity while providing its clients with maximum return on their investments.