BASIC INFORMATION

Core identification information for the metadata record
National trigonometric network
Serbia (srb)

The national trigonometric network consists of a set of permanently stabilized reference points which are spatially classified into two main and two additional clusters according to the fundamental geodetic network hierarchy. Trigonometric points are distributed evenly around the Serbian territory with an average distance of 4 km approximately. Control GPS measurements of geocentric WGS84 coordinates were performed on a selected set of reliable archive trigonometric points, which were used to create the official horizontal transformation model of the Republic of Serbia. The mentioned mathematical model is available in the RGA's GRIDER web application for performing the conversion of spatial coordinates into the map projection plane (GK7 and UTM34N) using Helmert's seven-parameter similarity transformation and bilinear interpolation from the estimated horizontal residuals national grid.

Dataset
English

GRAPHIC OVERVIEW

Visual representation of the resource
Graphic overview for National trigonometric network

CLASSIFICATION AND KEYWORDS

Categorization and keyword information
geoscientificInformation
geoscientificInformation category
location
location category
1st order 2nd order 3rd or 4th order Basic angle and length measurements Coordinate reference systems National Reference network Triangulation Trigonometric point

GEOGRAPHIC INFORMATION

Geographic extent and bounding box
http://www.opengis.net/def/crs/EPSG/0/3046; http://www.opengis.net/def/crs/EPSG/0/4936; http://www.opengis.net/def/crs/EPSG/0/4258

TEMPORAL INFORMATION

Temporal coverage and dates
2008-06-01 00:00:00
June 1, 2008
Not specified
Nov. 29, 2024

QUALITY AND CONFORMANCE

Data quality and standards conformance

The trigonometric network was developed in the period from 1900 to 1950. Geodetic measurements in the network were made using triangulation and trilateration methods. The points' horizontal coordinates and orthometric heights were calculated using classic trigonometric methods based on the measured distances and angles. This network has not been maintained officially since 1970. There is no reliable data on the exact number of destroyed points.

1000
ISO 19139
Conformant

ACCESS AND DISTRIBUTION

Access constraints and distribution information

otherRestrictions

Not specified

ASCII XYZ data format; ESRI Shapefile; KML

CONTACT INFORMATION

Responsible parties and contact details
Republic Geodetic Authority
Publisher
Contact: geoportal@rgz.gov.rs
Email: geoportal@rgz.gov.rs
Website: https://www.rgz.gov.rs/
Republic Geodetic Authority
Metadata Contact
Contact: Metadata Contact
Email: office@rgz.gov.rs

METADATA DETAILS

Information about this metadata record
English
Oct. 30, 2025
525510f3-a971-4aca-81ef-7dc33f4287d3