KnE Engineering

ISSN: 2518-6841

The latest conference proceedings on all fields of engineering.

Development of Parameter Transformation of Indonesian Geospatial Reference System 2013

Published date: Dec 26 2019

Journal Title: KnE Engineering

Issue title: The 1st International Conference on Geodesy, Geomatics, and Land Administration 2019

Pages: 77–94

DOI: 10.18502/keg.v4i3.5828

Authors:

Agung Syetiawan - agung.syetiawan@big.go.id

Dadan Ramdani

Ayu Nur Safii

Yustisi Ardhitasari

Lumban Gaol

Isnaini Annuriah

Abstract:

DGN95 is a static geospatial reference system, in which the change in the value of coordinates towards time as a result of tectonic plate movement and deformation of the earth’s crust, is not considered. Changes in the value of coordinates towards time need to be considered in defining a geospatial reference system for the territory of Indonesia. This is because the territory of Indonesia is located between several tectonic plates which are very dynamic and active. This area of IndoneFor this reason, SRGI2013 was born, a national coordinate system that was consistent and compatible with the global coordinate system. SRGI considers changes in coordinates based on time functions. Problems arise when the coordinates of the old pillar still use the DGN95 datum reference system. Many published maps or geodetic control network use the old coordinate system, then the mapping user has difficulty getting the conversion of coordinates change aforesaid. The purpose of this study is to produce coordinate transformation parameters to change the coordinates of the old datum (DGN95) into coordinates in the SRGI2013 datum. The results of the transformation parameters resulted are used to change coordinates that are still in the old datum. In addition to making it easier for users to transform coordinates. The coordinate transformation method used uses the 3-dimensional coordinate transformation of the Bursa-Wolf model (7 parameters) and the Affinity model (10 parameters).

References:

[1] Abidin H. Z., et al. (2015). On the Development and Implementation of a Semi-dynamic Datum in Indonesia. Rizos C, Willis P, editors. International Association of Geodesy Symposia. Switzerland: Springer, Cham.

[2] Geospatial Information. 04 Indonesia; 2011.

[3] Yang, Y., and Zeng A. (2009). Adaptive filtering for deformation parameter estimation in consideration of geometrical measurements and geophysical models. Sci China Ser D Earth Sci, vol. 52, no. 8, pp. 1216–1222.

[4] Grgic, M., et al. (2016). Empirical research of interpolation methods in distortion modeling for the coordinate transformation between local and global geodetic datums. J Surv Eng, vol. 142, no. 2.

[5] Permatahati, A. D., et al. (2012). Transformasi Koordinat pada Peta Lingkungan Laut Nasional dari Datum ID74 ke WGS84 untuk Keperluan Penentuan Batas Wilayah Laut Provinsi Jawa Tengah dan Jawa Barat. J Geod UNDIP, vol. 1, no. 1, pp. 1–10.

[6] Rifai T.(2016).Studi Transformasi Koordinat dari DGN1995 ke SRGI2013 Menggunakan Metode Transformasi Bursa-Wolf. Institut Teknologi Sepuluh Nopember.

[7] Bakosurtanal. (2005). Datum Technical Guidance and Coordinate System for Indonesian Topographic Maps. Bogor.

[8] Andrei. (2006). C-O. 3D Affine Coordinates Transformation. Royal Institute of Technology.

[9] Solomon M. (2013). Determination of Transformation Parameters for Montserrado County, Republic of Liberia. Master’s thesis Kwame Nkrumah University.

[10] Wasmeier P. (2019). Geodetic Transformations [Internet]. [cited 2019 Aug 23]. Available from: https: //www.mathworks.com/matlabcentral/fileexchange/9696-geodetic-transformations

[11] Chiu Y-H, and Shih PT-Y. (2014). National datum uncertainty due to reference frame transformation: case study for the geodetic datum of Taiwan. J Surv Eng., vol. 140, no. 3.

[12] Wolf, H. (1963). Geometric connection and reorientation of three-dimensional triangulation nets. Bull Geod. vol. 68, no. 1, pp. 165–169.

[13] Bursa M. (1962). The theory of the determination of the nonparallelism of the minor axis of the reference ellipsoid, Polar axis of the Earth, and initial astronomical and geodetic meridians from observation of artificial Earth satellites. Stud Geophys Geod., vol. 6, no. 2, pp. 209–214.

[14] Fan H. (2005). Three-Dimensional Coordinate Transformation with Large Rotations and Scale Change. In: International Workshop on Education in Geospatial Information Technology. Chisinau: Technical University of Moldova.

[15] Handoko E, and Abidin H, Z. (2002). Analysis of Datum Transformation from the 1974 Indonesia Datum to the 1995 National Geodetic Datum. J Surv dan Geod., vol. XII, no. 3, pp. 21–31.

Download
HTML
Cite
Share
statistics

980 Abstract Views

1705 PDF Downloads