Phase section intervals experimental studies of the linear basis at the initial Berezhany scientific geodetic polygon were carried out. The determination of the base intervals based on the differences of the measured lines from three points of the reference line with a Leica TCRP 1201 total station in three steps with the ATR function enabled (aiming at the target by the maximum of the reflected signal). Forced centering screws on pipe marks and ball reflectors are used to measure the lines. This provided a mean square deviation of the determination of the intervals of 0.2 mm.
Litynskyy, V., Kolhunov, V., Mukha, V., & Vashchenko, V. (2003). Аbout the creation of the Berezhan linear base [About the creation of the Berezhan linear base], Geodesy, cartography and aerial photography, 64, 33–36. (In Ukrainian)
Trevoho, I., & Tsyupak, I. (2014). Peculiarities of metrological attestation of reference geodetic bases [Osoblyvosti metrolohichnoyi atestatsiyi etalonnykh heodezychnykh bazysiv], Modern achievements of geodetic science and production, 1, 29–33. (In Ukrainian)
Lityns'kyy, V., Vivat, A., Periy, S., & Lityns'kyy, S. (2015). The method of measuring the sample base of the 2nd digit and calibrating electronic total stations [Sposib vymiryuvannya vzirtsevoho bazysa 2 rozryadu ta etalonuvannya elektronnykh takheometriv], Geodesy, cartography and aerial photography, 81, 59–65. (In Ukrainian)
Pokotylo, I., Korliatovych, T., Perii, S., Tarnavskyi, V., & Vovk, A. (2020) Geodetic monitoring of meter intervals of the Berezhany basis. In international Conference of Young professionals «GeoTerrace-2020. (2020 1. pp. 1-5). doi: 10.3997/2214-4609.20205747.
Flat screw for fastening geodetic devices with centering plates of pipe marks [Stanovyy hvynt dlya skriplennya heodezychnykh pryladiv z tsentruvalʹnymy plytamy trubnykh znakiv], Ukrainian Patents 145153, 25.11.2020.
Kostets'ka, Ya., & Bletskan, V. (2020) Working out the results of the study of instrument correction of total stations using the measurement of line segments in all combinations [opratsyuvannya rezulʹtativ doslidzhennya pryladovoyi popravky takheometriv za dopomohoyu vymiryuvannya vidrizkiv liniyi u vsikh kombinatsiyakh], Geodesy and geodynamics, II, 22, 109–111. (In Ukrainian)
Instructions for topographic surveying in scales 1:5000. 1:2000. 1:1000 ta 1:500, HKNTA-2.04-02-98, HUHK ta KU, (1999).
Pokotylo, I., Korlyatovych, T., Tarnavskyi, V., Vovk A., & Valkova V. (2021). Study of the stability of tubular signs of the Berezhany basis [Doslidzhennya stabilʹnosti trubchatykh znakiv Berezhansʹkoho bazysu], Materials of the international scientific and technical conference "Geoforum-2021", L'viv, Ukraine, 9.06.2021. L'viv: Lviv Polytechnic Publishing House, 8–11.
Periy, S., Moroz, O., Pokotylo, I., Harasymchuk, I., Tartachynska Z., & Tarnavskyy, V. (2014) Determining the intervals of the reference Berezhany Basis by the method of photofixation [Vyznachennya intervaliv etalonnoho Berezhansʹkoho Bazysa metodom fotofiksatsiyi], Scientific Bulletin Uzhhorod. un-tu, Seriya. Geography. Land management Nature use., 3, 93–95.