Chronology of the development of geodetic reference networks in Serbia

Odalović, Oleg; Drakul, Miljana Todorovic; Grekulović, Sanja; Popovic, Jovan; Joksimović, Danilo

doi:10.1080/00396265.2016.1249998

Cited by 3 publications

(2 citation statements)

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“…As part of the project, 29 new permanent stations are planned. The second EUREF campaign started in 2010 and had the following objectives [18]:  Densification of points in the Republic of Serbia and Macedonia;…”

Section: Figure 1 Analysis Centers In Europementioning

confidence: 99%

CORS Networks, Aspects of Business Models in Europe and the Region

Skorup¹,

Vasiljević²

2022

AGG+

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The paper describes the functioning of CORS permanent networks in the world. Special attention has been paid to the EPN network and the regional CORS networks in Bosnia and Herzegovina, Serbia, Montenegro, and Croatia. BiHPOS: SRPOS and FBiHPOS, AGROS, CROPOS, and MONTEPOS were analyzed from the aspect of mutual data exchange with the aim of achieving better location accuracy and removing deficiencies in the network geometries. Due to their individual development, as well as mutually concluded agreements on data exchange, measurements obtained using GNSS today have a wide range of applications, such as maritime communication, aviation, engineering work, earth monitoring, and many more. Also, the points of the region included in the EPN network with the aim of exchanging data at the European level are shown.

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Section: Figure 1 Analysis Centers In Europementioning

confidence: 99%

CORS Networks, Aspects of Business Models in Europe and the Region

Skorup¹,

Vasiljević²

2022

AGG+

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“…Properties of the modern-day national triangulation network (NTN) in the RS are conditioned by the historical legacy of the triangulation network of the former Yugoslavia. The triangulation network has been developed by several institutions over a period of almost 100 years (Odalović et al 2016 After the World War II, VGI and SGU were working to cover the entire state territory by first-order triangulation, as well as to fill it up with lower-order networks. A first-order network that was established, had an average distance between points of 30 km.…”

Section: National Triangulation Network In the Republic Of Srpskamentioning

confidence: 99%

Horizontal coordinates transformation and residuals modelling on the territory of the Republic of Srpska

et al. 2020

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Horizontal coordinates transformation and residuals modelling on the territory of the Republic of SrpskaThe paper describes the optimal model for coordinate transformation between ETRS89 and old national reference system in the Republic of Srpska. The Helmert`s parameters were estimated, based on a set of 1 741 common points.The average magnitude of residuals was 0.3 m per coordinate and the residual vectors were homogeneous at the local level. The basic model was complemented by a corrections grid that uses bilinear interpolation. The accuracy of the transformed horizontal positions obtained by this model is about 10 cm. In this way, a link between the ETRS89 and local reference system has been established on the overall territory of the Republic of Srpska.

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