Prikaz osnovnih podataka o dokumentu
Geoid determination in Serbia
dc.creator | Odalović, Oleg | |
dc.date.accessioned | 2019-04-19T14:11:13Z | |
dc.date.available | 2019-04-19T14:11:13Z | |
dc.date.issued | 2006 | |
dc.identifier.issn | 1568-1238 | |
dc.identifier.uri | https://grafar.grf.bg.ac.rs/handle/123456789/129 | |
dc.description.abstract | At the end of 2003, a preliminary geoid of Serbia was determined by fitting the gravimetric geoid into undulations determined by GPS and leveling (GPS/dh) techniques. The gravimetric geoid was determined using data from regional gravimetric survey in Serbia (13,326 points) by applying collocation within the remove-restore method, and undulations GPS/dh (in total, 53 undulations) refer to ETRS89 as well as to the height datum defined by the second leveling network of height of high precision (NVT2). Comparing the gravimetric geoid to the GPS/dh undulations shows that there are differences ranging from -20 cm to -90 cm that are relatively regularly distributed in an east-west direction. Of the total of 53 GPS/dh undulations, 18 were used for fitting the gravimetric geoid and 35 for external checking. This check shows that the remaining discrepancies range from -9 cm to 14 cm, with an average value of 1.3 cm and a standard deviation of 7.7 cm. | en |
dc.rights | restrictedAccess | |
dc.source | Adria Microplate GPS Geodesy, Tectonics and Hazards | |
dc.subject | gravity | en |
dc.subject | gravimetric | en |
dc.subject | undulation | en |
dc.subject | GPS | en |
dc.subject | anomaly height | en |
dc.title | Geoid determination in Serbia | en |
dc.type | conferenceObject | |
dc.rights.license | ARR | |
dc.citation.epage | 246 | |
dc.citation.other | 61: 237-246 | |
dc.citation.spage | 237 | |
dc.citation.volume | 61 | |
dc.identifier.rcub | https://hdl.handle.net/21.15107/rcub_grafar_129 | |
dc.identifier.wos | 000235839400016 | |
dc.type.version | publishedVersion |
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