Investigation of formulas determination of a point’s plane coordinates by the invers linear-angular resection

1
Department of Cartography and Geospatial Modeling, Institute of Geodesy, Lviv Polytechnic National University
2
Department of Geodesy, Institute of Geodesy,Lviv Polytechnic National University
3
Lviv Polytechnic National University
4
Ivan Franko National University of Lviv

The aim. The study of formulas determination of the point coordinates by the inverse linear-angular intersection method. Previously, we investigated the possibility of using electronic total stations to control the geometric parameters of industrial buildings. The applied application of electronic total stations for high-precision measurements has been investigated as well. [Vivat, 2018]. The formula for optimal use of the device with certain accuracy characteristics relative to the measured basis is analytically proved and derived [Litynskyi, 2014]. Measurements on the basis of the II category are performed and theoretical calculations are confirmed. The possibility of achieving high accuracy in determining the segment by the method of linear-angular measurements is shown [Litynsky, 2015]. The influence of the angle value on the accuracy of determining the coordinates by the sine theorem is investigated and the possibility of optimizing the determination of coordinates by the method of inverse linear-angular serif by the formulas of cosines and sines is investigated [Litynskyi, 2019]. Method. Establishing a mathematical interconnection between measured values (distances and angles) with the required (flat coordinates of a point), differentiation and finding the minima of functions. Results.There were five formulas selected, of which six combinations had been created to calculate the increments of coordinates and to estimate their accuracy. Numerical experiments show that neither method has a significant advantage, which is supported by the results presented in the graphs and tables. It is worth noting one feature of the second method - in which it is possible to determine the increments of coordinates with an accuracy that exceeds the accuracy of measuring the sides. The possibility of optimizing the coordinate increments determination due to the choice of calculation formulas is considered. The possibility of increasing the accuracy of determination of the coordinates increments using different calculation formulas is researched. Consequently, it is suggested to optimize the choice of calculation formulas depending on the position of the desired point. The results of these studies can be used to create electronic total station or laser tracker application software in order to improve the accuracy of coordinate determination.

1. Burak, K. O. (2011). Technology of planning works and executive surveys using TPS. Geodesy, cartography and aerial photography, 75, 53-57 . (in Ukrainian). https://science.lpnu.ua/istcgcap/all-volumes-and-issues/volume-75-2011/t...
2. Voitenko, S , & Schultz, R., (2010). Geodetic Maintenance of the Roofing Arrangement of the NSC "Olympic".
3. DSTU-N Standards, Schultz, R. B. B.1.3-1: (2009). Calculation and Accuracy Control of Geometric Parameters, Implementation and Control. Valid from 01.10.2010 Kyiv: Minregionbud of Ukraine, 2010. 71 p.
4. Litinsky, V., Vivat, A., Periy, S., Litinsky, S., (2015). Method of measuring of exemplary basis of second category for verification of electronic total stations. Geodesy, Cartography and Aerial Photography, 81, 59-65. 
https://doi.org/10.23939/istcgcap2015.01.059
5. Erol, B. (2010). Evaluation of high-precision sensors in structural monitoring. Sensors, 10(12), 10803-10827. 
https://doi.org/10.3390/s101210803
6. Gargula, T. (2009). A special case of the triangle solution with the law of sines in geodetic application.
7. Gottwald, R. (2008). Field Procedures for Testing Terrestrial Laser Scanners (TLS) A Contribution to a Future ISO Standard. http://www.fig.net/pub/fig2008/papers/ts02d/ts02d_02_gottwald_2740.pdf
8. Lienhart, W. (2017). Geotechnical monitoring using total stations and laser scanners: critical aspects and solutions. Journal of civil structural health monitoring, 7(3), 315-324. 
https://doi.org/10.1007/s13349-017-0228-5
9. Lityns'kyy, V., Fys, M., Pokotylo, I., Lityns'kyy, S. (2014). Calculation of optimal values of measured lengthes for accurate determination of small segments. Geodesy, Cartography and Aerial Photography, 79, 42-47. (in Ukrainian). https://science.lpnu.ua/istcgcap/all-volumes-and-issues/volume-79-2014/c...
10. Litynskyi, V., Litynskyi, S., Vivat, A., Fys, M., & Brydun, A. (2019). The accuracy investigation of point coordinates' determination using a fixed basis for high-precision geodesy binding. Reports on Geodesy and Geoinformatics, 107(1), 19-23.
https://doi.org/10.2478/rgg-2019-0003
11. Novakovic, G., Kapovic, Z., & Paar, M. R. (2009). Testing the precision of geodetic instruments according to international standards. International Multidisciplinary Scientific GeoConference: SGEM: Surveying Geology & mining Ecology Management, 1, 835.
12. Vivat, A., Tserklevych, A., Smirnova, O. (2018). A study of devices used for geometric parameter measurement of engineering building construction. Geodesy, Cartography and Aerial Photography: inter-institutional scientific & technical collection, 87, 21-29. 
https://doi.org/10.23939/istcgcap2018.01.021