Published date: Dec 26 2019

Journal Title: KnE Engineering

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

Pages: 124–134

DOI: 10.18502/keg.v4i3.5838

Fauzi Janu Amarrohmanfauzi.janu@gmail.comDepartment of Geodesy Engineering, Faculty of Engineering, Diponegoro University, Jl. Prof. H. Soedarto, S. H. Tembalang, Semarang 50275

L M SabriDepartment of Geodesy Engineering, Faculty of Engineering, Diponegoro University, Jl. Prof. H. Soedarto, S. H. Tembalang, Semarang 50275

Moehammad AwaluddinDepartment of Geodesy Engineering, Faculty of Engineering, Diponegoro University, Jl. Prof. H. Soedarto, S. H. Tembalang, Semarang 50275

Bambang Darmo YuwonoDepartment of Geodesy Engineering, Faculty of Engineering, Diponegoro University, Jl. Prof. H. Soedarto, S. H. Tembalang, Semarang 50275

Positioning on the surface of the earth using the triangulation method can be done in two ways, namely terrestrial method for example by measuring the angle and distance using the total station tool and extraterrestrial methods for example by using satellite-based positioning technology. Extraterrestrial positioning method using the global navigation satellite system combined with terrestrial methods by measuring angles and distances using the total station tool is one alternative to positioning well. In this study position determination will only be calculated using two intermediate calculation plane, on the ellipsoid projection and in the plane projection. Of course, in a process of measuring position for the same point but using different methods it will produce different levels of accuracy. From the results of the comparison in determining the definitive coordinate value generated by the count on the ellipsoid projection with the Gauss-Helmert method, the definitive value that is closer to the reference value measured by static measurements methods rather than definitive coordinates produced through calculations in the plane projection.

[1] Abidin, H. Z. 2000. Geodesi Satelit. PT Pradnya Paramitha, Jakarta.

[2] Prijatna, K. 2005. Science Geodesy II Calculate Presentation Lecture Notes. ITB, Bandung.

[3] Oktiawan, F. 2008. Penentuan Posisi Geodetik dengan Kombinasi GPS dan Total Station. ITB, Bandung.