Optimization of the engineering surveys geodetic coordinate frame based on the Mercator projection use

Author:

Son Tran Thanh

Abstract

The article proposes the use of a geodetic coordinate frame suitable for the reference plan geodetic networks of Vietnam used in engineering surveys. This framework minimizes distortion in horizontal spacing when going from ellipsoid to plane. In the course of the work, the parameters of the coordinate system and the height of the level surface were selected using the Universal Transverse Mercator (UTM). The equations used for the calculations are determined based on theoretical analysis and are easily applied in surveying.

Publisher

EDP Sciences

Reference5 articles.

1. Shon Chan Thanh, Kuzin A.A., Analysis of the Earth curvature influence on the results of satellite and traditional measurements in the topocentric coordinate system 6, 38–43 (2018).

2. Balandin V.N., Bryn M.Ya., Menshikov I.V., Firsov Yu.G., Shtren S.L., Solution of geodesy and cartography problems in the functions of spatial rectangular coordinates, (Information and Publishing Center of the Government of St. Petersburg “Petrocenter”, St. Petersburg, 2013).

3. Balandin V.N., Efanov A.I., Menshikov I.V., Firsov Yu.G., Conversion of geodetic coordinates to flat rectangular for a wide coordinate zone of the Gaussian projection, Geodesy and Cartography 8, 21–23 (2014).

4. BC 126.13330.2012 Geodetic works in construction. Updated edition of SNiP 3.01.0384. Application date: 26.11.2013.

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