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What's New

                                      InSAR¶õ? | InSAR Tools & Function | ¼±Åûç¾ç | What's New

¡Ý  EarthView InSAR v4.0 »ç¿ëÀÚ ÀÎÅÍÆäÀ̽º


¡Ý  EarthView InSAR Tools

(1) Data sub-scene extraction

An interactive image display shows the entire master CEOS SLC image. The user can select a sub-scene to process by graphically defining a region of interest, or by defining specific sub-scene coordinates.

(2) Manual Image Tie-pointing

An interactive GUI-driven tool for marking control points for co-registration. Includes automatic refinement of marked tie-points.

(3) Differential Phase Removal Tool

Interactive GUI-driven tool allows interferogram and baseline model corrections with the goal of eliminating residual flat earth phase. The effect of a correction is previewed in the interferogram display.

(4) Differential Phase Correction Tool

Interactive GUI-driven tool for correcting residual topographic phase in differential interferograms. The interferogram and baseline model is corrected. The effect of a correction may be previewed in the interferogram before committing to the change.

(5) Phase Unwrap Edit Tool

Allows display of the Unwrapping Control Mask image that shows unwrapping results and unwrapping errors that are automatically recognized and highlighted. Additional image displays of the interferogram and coherence images are used to assist in the interactive marking of mask lines, clear lines, mask areas, clear areas, and new seeds. Small sub-areas may be re-unwrapped and the results displayed immediately from within the tool.

(6) DEM Georeferencing and Height Trend Correction Tool

One or more control points may be used to correct lat/long errors. Linear, quadratic and higher order trends in the final DEM can be corrected by estimating the error from GCPs, and applying the correction in slant range space. This advanced tool allows the GCPs to be marked on geocoded imagery, with the corrections applied in the slant range projection. The RMS error statistics, and the resulting DEM may be previewed before committing to the change.

(7) Area Selection Marking Tools[New]

When using rectangle-marking tools, it is possible to mark rectangles outside the boundaries of image data. This is not recommended.

(8) Master-Slave Tiepoint Editor Tool[New]

When viewing tiepoint statistics in the tiepoint tool, it is important to realize that range outliers and statistical outliers, will still appear in the statistics listing. The ¡°<run>\slave\coregistration\resampling_refined¡± file will have two lists of rejected points. These points should be excluded in the tool. In addition, any unrefined points should be excluded to get reasonable statistics.

It is recommended that any tiepoints marked in this tool be refined.

Some of the settings in the coregistration analysis options menu from the main GUI are used by this tool. You must quit the tool and modify them in the main GUI and then save, to change the behavior of the tool. It should seldom be necessary to do this.

(9) External DEM TiePoint Editor Tool[New]

The order of the polynomial fit cannot be changed in the GUI. The default is bilinear. If you wish to change this, edit the file ¡°run\recipe\external_dem_coregistration¡±. Change the value of the fields range.order and azimuth.order under the [fit_region] line. For biquadratic use the values 2 and 2 etc.

(10) Differential Residual Topographic Phase Removal Tool[New]

This tool may be launched in DEM mode, but may produce error messages, as there is no external DEM.

 

 

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Repeat-pass SAR Interferometry¸¦ ÀÌ¿ëÇÏ¿© Áö»óÀÇ ¿©·¯ º¯È­ ŽÁö¸¦ ÇÒ ¼ö Àִµ¥, ÀüÇüÀûÀÎ Á¤È®µµ´Â ¼ö ¼¾Æ¼¹ÌÅÍ(cm¡¯s) ÀÌÇÏÀ̸ç, ÀÌ·¯ÇÑ °íµµÀÇ ±â¼úÀ» ÀÌ¿ëÇÏ¿© ÁöÇ¥¸éÀ̳ª ÇØºùÀÇ ¹Ì¼¼ÇÑ º¯È­¸¦ ŽÁöÇÒ ¼ö ÀÖ¾î ±× ÀÀ¿ë ¹üÀ§°¡ ¾Æ·¡¿Í °°ÀÌ ¸Å¿ì ³Ð½À´Ï´Ù.

- Detection and measurement of deformation caused by earthquakes

- Earthquake deformation monitoring and prediction monitoring of crustal movements,   slow and continuous deformation(e.g. 10cm/Yr)

- Monitoring of volcanic activity(subsidence/absidence). Rapid deformation, small scale

- Detection/monitoring of land slides. Large sudden deformation, small/medium scale

- Subsidence caused by mining activities

- Vertical height change

- Horizontal shift in ground range direction

- Surface scattering change using coherence measurements

- Hydrology, Ecology

- Environmental monitoring and global change

- Topography, Tectonics and erosion

- Land use classification using coherence

- Glacier motion and ice sheet mapping

  DEM »ý¼º

EarthView¿¡¼­ ÇöÀç Áö¿øÇÏ´Â ¿µ»óÀÇ Á¾·ù¿¡´Â ERS-1, ERS-2, JERS-1, RADARSAT, ENVISAT µîÀÌ ÀÖÀ¸¸ç, RADARSAT2, ALOS µîÀº ÇâÈÄ¿¡ Áö¿øÇÒ °èȹÀÔ´Ï´Ù. EarthView¸¦ ÀÌ¿ëÇÏ¿© DEMÀ» »ý¼ºÇÒ °æ¿ì ¾Ë·ÁÁ® ÀÖ´Â Á¤È®µµ´Â ´ÙÀ½°ú °°½À´Ï´Ù. ÀÌ·¯ÇÑ Á¤È®µµ´Â »ç¿ëµÈ GCP ȤÀº ÂüÁ¶µÈ ÁöµµÀÇ Á¤È®¼º¿¡ µû¶ó ±× °ªÀÌ ´Þ¶óÁú ¼ö ÀÖ½À´Ï´Ù. InSAR°¡ Á¦°øÇÏ´Â Æí¸®Çϰí ÀÚµ¿È­µÈ DEM»ý¼º ±â´ÉÀ» ÀÌ¿ëÇÏ¿© ÀûÀº ³ë·ÂÀ¸·Î °íÇØ»óµµÀÇ DEMÀڷḦ »ý¼ºÇÒ ¼ö ÀÖ½À´Ï´Ù.

 Accuracy :   

- ERS 1/2     :      5~15 meters vertical accuracy

                          20~30 meter horizontal accuracy

- RADARSAT :   10 meters vertical accuracy

                         10 to 15 meters horizontal accuracy