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DETERMINATION OF THE DISTANCE BETWEEN THE ADDITIONAL POINT AND GEOREFERENCED GPS STANDPOINT
Božidar Kanajet
Full text: croatian pdf 367 Kb
page 11-13
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cite
APA 6th Edition
Kanajet, B. (1993). DETERMINATION OF THE DISTANCE BETWEEN THE ADDITIONAL POINT AND GEOREFERENCED GPS STANDPOINT. Rudarsko-geološko-naftni zbornik, 5 (1), 11-13. Retrieved from https://hrcak.srce.hr/13720
MLA 8th Edition
Kanajet, Božidar. "DETERMINATION OF THE DISTANCE BETWEEN THE ADDITIONAL POINT AND GEOREFERENCED GPS STANDPOINT." Rudarsko-geološko-naftni zbornik, vol. 5, no. 1, 1993, pp. 11-13. https://hrcak.srce.hr/13720. Accessed 7 May 2024.
Chicago 17th Edition
Kanajet, Božidar. "DETERMINATION OF THE DISTANCE BETWEEN THE ADDITIONAL POINT AND GEOREFERENCED GPS STANDPOINT." Rudarsko-geološko-naftni zbornik 5, no. 1 (1993): 11-13. https://hrcak.srce.hr/13720
Harvard
Kanajet, B. (1993). 'DETERMINATION OF THE DISTANCE BETWEEN THE ADDITIONAL POINT AND GEOREFERENCED GPS STANDPOINT', Rudarsko-geološko-naftni zbornik, 5(1), pp. 11-13. Available at: https://hrcak.srce.hr/13720 (Accessed 07 May 2024)
Vancouver
Kanajet B. DETERMINATION OF THE DISTANCE BETWEEN THE ADDITIONAL POINT AND GEOREFERENCED GPS STANDPOINT. Rudarsko-geološko-naftni zbornik [Internet]. 1993 [cited 2024 May 07];5(1):11-13. Available from: https://hrcak.srce.hr/13720
IEEE
B. Kanajet, "DETERMINATION OF THE DISTANCE BETWEEN THE ADDITIONAL POINT AND GEOREFERENCED GPS STANDPOINT", Rudarsko-geološko-naftni zbornik, vol.5, no. 1, pp. 11-13, 1993. [Online]. Available: https://hrcak.srce.hr/13720. [Accessed: 07 May 2024]
Abstract
Determinating distances in unacceptable conditions from the georeferenced standing-place to some inaccessible point is performed by measuring the asimuth in the simulated triangle with the presumed base.
Keywords
topographic map; situation; base; interpretation; theoretical discussion; angle; triangle; asimuth
Hrčak ID:
13720
URI
https://hrcak.srce.hr/13720
Publication date:
4.12.1993.
Article data in other languages:
croatian
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