Airborne SAR/Interferometric Radar Altimeter System (ASIRAS) - Kalibrierung, Validierung und Interpretation der Messergebnisse

• Main Author: Helm, Veit
• Other Authors: Miller, Heinrich, Huhn, Katrin
• Format: Doctoral or Postdoctoral Thesis
• Language: German
• Published: Universität Bremen 2008
• Subjects: Altimetry; SAR; ASIRAS; CryoSat; Laserscanner; Radar; Backscatter; snow accumulation; 550; 550 Earth sciences and geology; ddc:550; Arctic; Austfonna; Devon Ice Cap; Greenland; Svalbard; Ice cap
• Online Access: https://media.suub.uni-bremen.de/handle/elib/2555; https://nbn-resolving.org/urn:nbn:de:gbv:46-diss000111668

As part of the CryoSat Calibration and Validation Experiment (CryoVEx) this work is related to the calibration and validation of ESA's AirborneSAR/Interferometric Radar Altimeter System (ASIRAS). ASIRAS was designed to simulate the CryoSat SAR Interferometric Radar Altimeter (SIRAL) for reasons of pre-launch and simultaneous accuracy and backscatter studies by using a similar instrument. The purpose of the ASIRAS calibration and data validation is to provide confidence in estimates of the uncertainty of the ASIRAS data products such as surface elevation and phase difference. Error estimates of the ASIRAS surface elevation in different snow zones were assessed using simultaneously acquired reference surfaceheights from an airborne laser scanner (reference digital elevation model). The phase difference and coherence tests were performed using data acquired over corner reflectors. The data were collected over the main validation sites in Greenland (EGIG line), Austfonna (Svalbard) and Devon Ice Cap (Canadian Arctic) during five CryoVEx sea- and land icecampaigns in 2004, 2005, 2006 and 2007. Prior to the validation of the ASIRAS data, a calibration and dating concept was designed and implemented. The latter was necessary in order to align all instruments (GPS, INS, laser scanner and ASIRAS) exactly to one reference time(GPS-UTC). Several dating and instrument uncertainties (e.g. systematic errors in the laser scanner raw data and ASIRAS time shifts) could be solved and corrected. In order to derive the surface elevation, processing software for the determination of laser squinting angles, the geocoding of the laser heights, the interferometric processing, and the retracking of the ASIRAS echoes was developed. The accuracy of the ASIRAS surface elevation was examined along selected \mbox{2 km to 3 km} long profiles for four different surface types (runway, dry snow and percolation zone of Greenland, and accumulation zone of Austfonna) byusing five different retracker algorithms. An overall rms accuracy of 0.05~m was ...