Analysis of development tendencies of metrological technologies to control rangefinders of an electronic distance measurement instruments

• Autorzy: Burachek Vsevolod , Khomushko Dmytro , Tereshchuk Oleksiy , Kryachok Sergíy , Belenok Vadim

Identyfikatory

DOI

10.24425/gac.2022.140504

• Języki publikacji: EN

Abstrakty

EN

The article analyses the development of metrological control technologies for electronic distance measurement rangefinders to determine their main characteristic of accuracy – the root mean square error of distance measurement. It is established that the current reference linear bases are reliable and serve as the main means of transmitting a unit of length from the standards to the working means of measuring length. The article describes the existing linear reference bases and specifies their accuracy and disadvantages. It is concluded that the disadvantages of linear reference bases are deprived of the reference linear bases built in special laboratories. They use distances measured by the differential method with laser interferometers as reference distances. The application of such technology allowed to automate the processes of measurements and calculations. There is development of fibre-optic linear bases, in which optical fibres of known length are used as model lines. The article offers a new technical solution – a combination of fiber-optic and interference linear bases, which allows to qualitatively improve the system of metrological support of laser rangefinders. This is achieved by having a fiber-optic unit, which allows you to create baselines of increased length, while ensuring small dimensions of the baseline, and relative interference base, which provides high accuracy of linear measurements and does not require calibration of the base with a precision rangefinder, which eliminates several difficulties associated with changes in the refractive index, makes measurements independent of the wavelength of the radiation source and almost independent of the ambient temperature.

Słowa kluczowe

EN

calibration; rangefinder; electronic distance measurement; reference linear station; root mean square; error distance measurement

PL

kalibrowanie; dalmierz; błąd pomiaru odległości

• Wydawca: Komitet Geodezji PAN
• Czasopismo: Advances in Geodesy and Geoinformation
• Rocznik: 2022
• Tom: Vol. 71, no. 1
• Strony: art. no. e13, 2022
• Opis fizyczny: Bibliogr. 32 poz., fot., rys., tab.

Twórcy

autor

Burachek Vsevolod

• University of Emerging Tehnologies, Kyiv, Ukraine

• https://orcid.org/0000-0002-9005-9254

autor

Khomushko Dmytro

• Private entrepreneur, Chernihiv, Ukraine

• https://orcid.org/0000-0002-6952-22291

autor

Tereshchuk Oleksiy

• Chernihiv Polytechnic National University, Chernihiv, Ukraine

• https://orcid.org/0000-0001-6433-9351

autor

Kryachok Sergíy

• Chernihiv Polytechnic National University, Chernihiv, Ukraine

• https://orcid.org/0000-0001-5633-1501

autor

Belenok Vadim

• National Aviation University, Kyiv, Ukraine

Bibliografia

• [1] Barkovic, D., Zrinjski, M., and Baricevic-Zagreb, S. (2016). Automation of testing the precision of electrooptical distance metersat the calibration baseline. Geodetski List, 70(4), 311–336.
• [2] Braun, J., Dvoracek, J., and Štroner, M. (2014). Absolute Baseline for Testing of Electronic Distance Meters. Geoinformatics FCE CTU, 12, 28–33. DOI: 10.14311/gi.12.5.
• [3] Braun, J., Štroner, M.,Urban, R. et al. (2015). Suppression of systematic errors of electronic distance meters for measurement of short distances. Sensors, 15(8), 19264–19301. DOI: 10.3390/s150819264.
• [4] Burachek, V., Sukhomlin, G., Yu, M. et al. (2014). Device for automatic control of accuracy of geodetic light rangefinders. Ukrainian patent for invention No. 105031.
• [5] DeWulf, A., Constales, D., Meskens, J. et al. (2011). Procedure for Analyzing Geometrical Characteristics of an EDM Calibration Bench. In: Bridging the Gap between Cultures – FIG Working Week, Marrakech.
• [6] Ellis, D., Janssen, V., and Lock, R. (2013). Improving survey infrastructure in NSW: Construction of the Eglinton EDM baseline. In: Proceedings of Association of Public Authority Surveyors Conference (APAS2013). Canberra, Australia.
• [7] RTM 68-8.12-85 (1985). General technical requirements for exemplary bases for the control of geodetic rangefinders. GUGK, Moscow.
• [8] GOST 19223-90 (1991). Geodetic optical range finders. General technical conditions. Introduction. Standards Publishing House, Moscow.
• [9] Hussein, H.M., Terra, O., Hussein, H., and Medhat, M. (2020). Using femtosecond laser pulses for electronic distance meter calibration. Appl. Opt., 59(21), 6417–6423. DOI: 10.1364/AO.393852.
• [10] Inal, C., Sanlioglu, I., and Yigit, C.O. (2008). Scaling of EDM calibration baselines by GPS and controlling of EDM parameters. Surv. Rev., 40(309), 304–312. DOI: 10.1179/003962608X325376.
• [11] MPU164/01-2003 (2003). Instruction. Levels, theodolites, electronic total stations (goniometric part). Verification method. Introduction State Enterprise. Kiev.
• [12] ISO 17123-4:2012 (2012). Optics and optical instruments – Field procedures for testing geodetic and surveying instruments – part 4: Electro-optical distance meters (EDM measurements to reflectors).
• [13] Janssen, V., and Watson, T. (2014). Current Status of EDM Calibration Procedures. In: NSW proceedings of the 19th Association of Public Authority Surveyors Conference (APAS2014), 31 March – 2 April 2014. Pokolbin, New South Wales, Australia.
• [14] Ježko, J., and Sokol, Š. (2018). Verification of the quality of selected electro-optical rangefinders according to STN ISO 17123-4: 2013. In Advances and Trends in Geodesy, Cartography and Geoinformatics: Proceedings of the 10th International Scientific and Professional Conference on Geodesy, Cartography and Geoinformatics, 59–64, 10–13 October 2017. Low Tatras, Slovakia.
• [15] Khomushko, D.V. (2018). Optical fiber interference line basis for control of accuracy of laser rangefinders. Ukrainian patent for invention No. 116714.
• [16] Kolomiets, L.V., and Podostroets, K.A. (2014). Metrological control of total stations. Competence, 3(114), 36–40.
• [17] Kupko, V., Prokopov, O., Lukin, I. et al. (2004). National reference linear-geodetic landfill. Modern achievements of geodetic science and production: coll. Science. wash., 98–104.
• [18] Malik, T.M., Burachek, V., Bryk, G. et al. (2020). The improving of the accuracy of engineering and geodetic works in the construction and control of the geometric parameters of high-rise buildings. News of the National academy of sciences of the Republic of Kazakhstan – Series of geology and technical sciences, 6(444), 162–168. DOI: 10.32014/2020.2518-170X.143.
• [19] Metrology (2020). Theodolites and total stations. Metrological and technical requirements. DSTU 8955: 2019. Retrieved from 2020-03-30. Kyiv, UkrNDNC.
• [20] Reischmann, S. (2010). Accreditation creates confidence. Customer Magazine of Leica Geosystems, 63, 6–7.
• [21] Samoilenko, A.N., Glushko, Yu, Y. et al. (2011). Metrological characteristics and possibilities of the modernized Autocollation installation for check of levels and theodolites of AUPNT. New Technologies in Construction, 2(22), 83–86.
• [22] Solaric,N., Solaric, M., Barkovic, D. et al. (2008). Possibility of independent control of calibration baseline length by means of GPS. Geodetski List, 62(2), 67–82.
• [23] Štroner, M., Braun, J., Dvoracek, F. et al. (2018). Errors of electronic high precision short distance measurement. In Advances and Trends in Geodesy, Cartography and Geoinformatics: Proceedings of the 10th International Scientific and Professional Conference on Geodesy, Cartography and Geoinformatics, 107–112, 10-13 October 2017. Low Tatras, Slovakia.
• [24] Swiss Accreditation Service SAS (2020). Retrieved October, 2021, from: https://www.sas.admin.ch/.
• [25] Tereshchuk, O.I., Kryachok, S.D., Belenok, V. et al. (2021). Robotic complex for the runway leveling. News of the National academy of sciences of the Republic of Kazakhstan – Series of geology and technical sciences, 2(446), 180–188. DOI: 10.32014/2021.2518-170X.51.
• [26] Trevogo, I.S., Denisov, O.M., and Samoilenko, O.M. (2007). Control of stability of intervals of a sample geodetic basis. Geodesy cartogr. aerial photogr., 69, 60–62.
• [27] Trevogo, I.S., Tsyupak, I.M., and Geger, W. (2011). Reference geodetic basis: analysis of results and new certification. Modern Achievements of Geodetic Science and Production, 1(21). 65–68.
• [28] Vinogradov, N.S., and Vorontsov, E.A. (2011). Fiber optic basis for checking the rangefinder units of the total station. In: Proceedings of higher educational institutions. Instrumentation, 54(7), 15–19.
• [29] Vinogradov, N.S. (2012). Development of metrological control methods of laser range measuring systems. Extended abstract of PhD dissertation. Saint Petersburg National Research University of Information Technologies, Mechanics and Optics.
• [30] Voitenko, S.P. (2003). Mathematical processing of geodetic measurements. Measurement error theory: A textbook. Kyiv: KNUBA.
• [31] Yorczik, R.A. (1986). The National Geodetic Survey Surveys EDMI calibration baseline program. ASP – ACSM Convention.
• [32] Zrinjski, M., Barkovic, D., and Baricevic, S. (2019). Precise Determination of Calibration Baseline Distances. J. Surv. Eng., 145(4).

Uwagi

PL

Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023)