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https://hdl.handle.net/11681/9324
Title: | Radar detection of ice wedges in Alaska |
Authors: | Geological Survey (U.S.) Arcone, Steven A. Sellmann, P. V. (Paul V.) Delaney, Allan J. |
Keywords: | Alaska Ice wedges Land ice Radar equipment Frozen ground Radar surveying Ice wedge polygons |
Publisher: | Cold Regions Research and Engineering Laboratory (U.S.) Engineer Research and Development Center (U.S.) |
Series/Report no.: | CRREL report ; 82-43. |
Description: | CRREL Report Abstract: The radar signatures of ice wedges and wedge-like structures have been investigated for a variety of soil conditions. The radar used for this study emitted short sinusoidal pulses of about 10-ns duration with an approximate center frequency of 150 MHz. Most of the ice wedges existed at dep ths of about 1 m in a variety of silty and sandy soils with both frozen and thawed active layers. The position of the wedges was usually identified from corresponding surface features. An artificial ice wedge in coarse-grained alluvium was also profiled as well as wedge-like structures of fine silt in a coarse-grained glacial outwash. All wedges and wedge·like structures produced a hyperbolic reflection profile except when an active layer of thawed, saturated silt was present which eliminated returns from the wedges. The peaks of the hyperbolas were sometimes masked by reflections from the permafrost table or other material interfaces, and multiple hyperbolas occurred at some sites. The dielectric constant of the host medium was often calculated from the linear portions of the hyperbolas and the results were verified by laboratory time domain reflectometry measurements performed on field samples. In some cases, hyperbolic profiles originated at several meters depth suggesting that deep ice wedges could be detected in areas of cold permafrost. |
Rights: | Approved for public release; distribution is unlimited. |
URI: | http://hdl.handle.net/11681/9324 |
Appears in Collections: | CRREL Report |
Files in This Item:
File | Description | Size | Format | |
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CR-82-43.pdf | 3.16 MB | Adobe PDF | ![]() View/Open |