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Archive > November 2007, Volume 21, Issue 11 > Integrating GPS and SAR

Integrating GPS and SAR

  15/10/2007
Monitoring Coal-field Subsidence
Subsidence of the earth's surface caused by underground mining can be monitored using terrestrial land-survey methods. However, applying these is difficult in hilly terrain and densely forested or urbanised areas. Such difficulties can be overcome with a combination of spaceborne SAR and GPS. InSAR accuracy corresponds to GPS and lies, with 9mm variance, in less than 8% of SAR signal phase.

By Hakan Akcin, S. Hakan Kutoglu, Zonguldak Karaelmas University, Turkey and Tomonori Degucci, Earth Remote Sensing Data Analysis Centre, Japan

When a point on the earth's surface is subject to deformation such as subsidence, the distance, or slant range, between an orbiting SAR sensor and the point gradually changes over time. Slant range can be determined by measuring the phase of the SAR signal. With point subsidence, the slant-range and thus phase changes over time. Comparing SAR signal phases hitting the same point on the earth's surface at different times enables computation of whether the point is stable or undergoing deformation. The calculation process is rather complex and is documented in textbooks and scientific articles.

Zonguldak Coal-field
Zonguldak coal-field was selected as case-study to examine the possibilities of integrated complementary GPS measurements and InSAR data. The coal-field is located on the Black Sea coast, approximately 240 kilometres east of Istanbul. The terrain is ubiquitously steep, varying from nought to a thousand metres above sea level, and is covered by vegetation. Underground coal mining has been carried out here since 1848; three million tons of hard coal per year is produced, today resulting in subsidence causing damage to roads and buildings. Three coal-mines, Kozlu, Uzulmez and Karadon, are exploited by Turkish Coal Enterprises and several private companies. The thickness of the coal layers, which are of very complex geological structure, varies from 600m to 800m.

Results
A deformation map was created by comparing two images from the JERS-1/SAR satellite, showing five deformation zones (see Figure 1, central picture). The procedure used in creating the map is graphically illustrated in Figure 2. In the five zones a GPS network was established to confirm deformations detected by InSAR technique. Examination of both techniques reveals that InSAR and GPS provide highly consistent and closely correlated results, variance being less than 9 millimetres, that is better than 8% of SAR signal phase. The GPS and InSAR measurements also show correlation as high as 82%. As an upshot of this study real-time monitoring and 3D ground deformation measurements will be carried out over the areas using integrated complementary GPS measurement, levelling and multiple spaceborne SAR data.?

Acknowledgements
Thanks are due to New Energy and Industrial Technology Development Organization (NEDO), and to project manager Masatane Kato.

Biography of the Author(s)
Hakan Akcin is assistant professor of Geodesy and Photogrammetry in the Engineering Department of Zonguldak Karaelmas University. He gained his PhD in GPS observations and height systems from Yildiz Technical University, Istanbul, Turkey. His main research area is mine surveying, remote sensing and GIS.

Hakan Kutoglu is associate professor of Geodesy and Photogrammetry in the Engineering Department of Zonguldak Karaelmas University. He gained his PhD in GPS observations and transformation systems from the Technical University of Istanbul, Turkey. His main research area is Physical Geodesy, deformation analyses and, especially, transformation systems.

Tomonori Degucci is a geophys­ical engineer at the Earth Remote Sensing Data Analysis Centre, Kachidoki, Chuo-ku, Tokyo, Japan. His main research area is the use of the space imager and, especially, spaceborne SAR analyses.





     


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