Designing the Railway Line Direction Changing Area in Linear and Cartesian Coordinate Systems

Authors

  • Wladyslaw Koc Faculty of Civl and Environmental Enginering, Gdansk University of Technology, 11/12 G. Narutowicza Str., 80-233 Gdansk, Poland

DOI:

https://doi.org/10.14738/aivp.104.12691

Keywords:

Railway track; Geometric layouts; Design method; Calculation example

Abstract

Due to the development of geodetic measurement techniques, for the basic geometric layout of tracks, i.e. a symmetrical layout consisting of a circular arc and two transition curves of the same type and length, it is possible to unequivocally solve the design problem, using an appropriate mathematical notation. Moreover, when considering railway route designation requirements in the field, it is strongly recommended to determine Cartesian coordinates for points located at fixed distances in a linear system. These issues constitute the main subject of this article. It describes the creation of a route polygon in the national spatial reference system, determination of the route turning angle and determination of the coordinates of the beginning of the local coordinate system in the PL-2000 system. The algorithms for determining the coordinates in the linear and Cartesian coordinate systems are presented, taking into account the individual geometric segments of the route change area separately. The developed design algorithms were used in the presented calculation example. The discussed method allows one to determine the coordinates of the track axis in a sequential manner, in accordance with the requirements of their field application.

References

. Bosy, J., W. Graszka, and M. Leonczyk, ASG-EUPOS – a multifunctional precise satellite positioning system in Poland. European Journal of Navigation, 2007, 5(4): p. 2–6.

Specht, C., GPS System. 2007, Pelplin: BERNARDINUM Publishing (Poland) (in Polish).

Koc, W., et al., Determining the course of the railway route by means of satellite measurements, in Proc. 2-nd sci.-tech. conference ”Design, Construction and Maintenance of Infrastructure in Rail Transport INFRASZYN 2009”, Scientific Publisher of the Institute of Sustainable Technologies – PIB, Radom, Poland, p. 170–187 (in Polish).

Koc. W., and C. Specht, Application of the Polish active GNSS geodetic network for surveying and design of the railroad, in Proc. 1-st International Conference on Road and Rail Infrastructure – CETRA 2010, Univ. of Zagreb, Croatia, p. 757–762.

Koc, W., and C. Specht, Selected problems of determining the course of railway routes by use of GPS network solution. Archives of Transport, 2011, 23(3): p. 303–320.

Koc, W., Design of rail-track geometric systems by satellite measurement. Journal of Transportation Engineering, 2012, 138(1): p. 114–122.

Weinold, T., and A. Grimm-Pitzinger, Die Lagerung der Gleisvermessungen der ÖBB. Vermessung und Geoinformation, 2012, 7(3): p. 348–352 (in German).

Strübing, T., Kalibrierung und Auswertung von lasertriangulations-basierten Multisensorsystemen am Beispiel des Gleisvermessungs-systems RACER II. 2015, Neubiberg: Institut für Geodäsie der Universität der Bundeswehr München (Germany), Dissertationen, Heft 91 (in German).

Chen, Q., et al., A railway track geometry measuring trolley system based on aided INS. Sensors, 2018, 18(2), 538.

Wang, L., et al., Validation and assessment of multi-GNSS real-time Precise Point Positioning in simulated kinematic mode using IGS real-time service. Remote Sensing, 2018, 10(2), 337.

Alkan, R.M., Cm-level high accurate point positioning with satellite-based GNSS correction service in dynamic applications. Journal of Spatial Science, 2019, 66(2): p. 351–359.

Domski, W., and A. Mazur, Input-output decoupling for a 3D free-floating satellite with a 3R manipulator with state and input disturbances. Bulletin of the Polish Academy of Sciences: Technical Sciences, 2019, 67(6): p. 1031–1039.

Naganuma, Y., T. Yasukuni, and T. Uematsu, Development of an inertial track geometry measuring trolley and utilization of its high-precision data. International Journal of Transport Development and Integration, 2019, 3(3): p. 271–285.

Quan, Y., and L. Lau, Development of a trajectory constrained rotating arm rig for testing GNSS kinematic positioning. Measurement, 2019, 140: p. 479–485.

Wu, S., et al., Improving ambiguity resolution success rate in the joint solution of GNSS-based attitude determination and relative positioning with multivariate constraints. GPS Solutions, 2020, 24: 31.

Specht, C., and W. Koc, Mobile satellite measurements in designing and exploitation of rail roads. Transportation Research Procedia, 2016, 14: p. 625–634.

Wilk, A., et al., Research project BRIK: Development of an innovative method for determining the precise trajectory of a railway vehicle. Transportation Overview – Przeglad Komunikacyjny, 2019, 74(7): p. 32–47.

Wilk, A., et al., Innovative mobile method to determine railway track axis position in global coordinate system using position measurements performed with GNSS and fixed base of the measuring vehicle. Measurement, 2021, 175: 109016.

Koc, W., The analytical design method of railway route’s main directions intersection area. Open Engineering, 2016, 6(1): p. 1–9.

Koc, W., Design of compound curves adapted to the satellite measurements. Archives of Transport, 2015, 34(2): p. 37–49.

Koc, W., Design of reverse curves adapted to the satellite measurements. Advances in Civil Engineering, 2016, 2016: 6503962.

Koc, W., Extending transition curve in analytical design method. Transportation Overview – Przeglad Komunikacyjny, 2016, 71(4): p.1–12.

Koc, W., New transition curve adapted to railway operational requirements. Journal of Surveying Engineering, 2019, 145(3): 04019009.

Koc, W., Analytical design method for widening the intertrack space. Current Journal of Applied Science and Technology, 2019, 32(3): p. 1–13.

Koc, W., Analytical method of connecting parallel tracks located in a circular arc using curved turnouts. Journal of Transportation Engineering, Part A: Systems, 2020, 146(3): 04019081.

Koc, W., The method of determining horizontal curvature in geometrical layouts of railway track with the use of moving chord. Archives of Civil Engineering, 2020, 66(4): p. 579–591.

Koc, W., Estimation of the horizontal curvature of the railway track axis with the use of a moving chord based on geodetic measurements. Journal of Surveying Engineering, 2022, 148(4): 04022007.

Regulation of the Council of Ministers of October 12, 2012 on the state system of spatial references. Journal of Laws 2012, pos. 1247, Warszawa, Poland (in Polish).

Korn, G.A., and T.M. Korn, Mathematical handbook for scientists and engineers. 1968, New York: McGraw – Hill Book Company, USA.

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Published

2022-07-28

How to Cite

Koc, W. (2022). Designing the Railway Line Direction Changing Area in Linear and Cartesian Coordinate Systems. European Journal of Applied Sciences, 10(4), 277–296. https://doi.org/10.14738/aivp.104.12691