0442948 20240103205932.820150806235959.9 9 s. C cav_un_epca*0442947978-80-01-05469-7203-210PrahaČeské vysoké učení technické v Praze2014KopáčikAlojzKyrinovičPeterŠtronerMartin GB InSAR deformation monitoring deformation analysis Orlík cav_un_auth*0284558 Talich Milan Zpracování obrazové informace Department of Image Processing ZOI ZOI UTIA-B Department of Image Processing 60 Ústav teorie informace a automatizace AV ČR, v. v. i. cav_un_auth*0303514 Glöckner M. CZ 30 cav_un_auth*0284557 Böhm Ondřej Zpracování obrazové informace Department of Image Processing ZOI ZOI UTIA-B Department of Image Processing 2 Ústav teorie informace a automatizace AV ČR, v. v. i. cav_un_auth*0290378 Antoš Filip Zpracování obrazové informace Department of Image Processing ZOI ZOI UTIA-B Department of Image Processing 2 Ústav teorie informace a automatizace AV ČR, v. v. i. cav_un_auth*0101199 Soukup Lubomír Zpracování obrazové informace Department of Image Processing ZOI ZOI UTIA-B Department of Image Processing 2 Ústav teorie informace a automatizace AV ČR, v. v. i. cav_un_auth*0284556 Havrlant Jan Zpracování obrazové informace Department of Image Processing ZOI ZOI UTIA-B Department of Image Processing 2 Ústav teorie informace a automatizace AV ČR, v. v. i. cav_un_auth*0290379 Šolc Jakub Zpracování obrazové informace Department of Image Processing ZOI ZOI UTIA-B Department of Image Processing 2 Ústav teorie informace a automatizace AV ČR, v. v. i. http://library.utia.cas.cz/separaty/2015/ZOI/talich-0442948.pdf FR-TI4/436 GA MPO cav_un_auth*0280658 GB InSAR technique plays an increasingly important role in determining the deformation of dams. The paper describes the use of GB InSAR technique for monitoring deformations of the Czech largest concrete dam Orlík on the Vltava river. After analyzing one month-long continuous measurement of the dam were detected non-linear movements. The relation between acting water level and resulting deformations were investigated in detail. The results confirm that GB InSAR technique is very suitable for monitoring deformations of this type of constructions. At the same time, the results may serve as a valuable source of data and information for further analysis in area of stability and for early warning systems. cav_un_auth*0315971 INGEO 2014 – 6th International Conference o n Engineering Surveying, Prague, Czech republic, April 3 - 4, 2014 Praha 03.04.2014-04.04.2014 CZ 2016 DE PR RVO:67985556 http://hdl.handle.net/11104/0248325 cav_un_auth*0315970 GL Geodézie Ledeč nad Sázavou s.r.o CZ S 2014 cav_un_epca*0442947 INGEO 2014 – 6th International Conference o n Engineering Surveying, Prague, Czech republic, April 3 - 4, 2014 978-80-01-05469-7 203 210 INGEO 2014 – 6th International Conference o n Engineering Surveying, Prague, Czech republic, April 3 - 4, 2014 Praha České vysoké učení technické v Praze 2014 Kopáčik Alojz 340 Kyrinovič Peter 340 Štroner Martin 340