Based on client data provision, the tasks are performed using the "Real-Time Kinematic" correction method for positioning. During the real-time positioning method, the mobile surveying unit, utilizing the correction signals from the installed reference station at a known geodetic point, is capable of determining field positions with a measurement accuracy of 1-2 cm through differential measurements.
The "Real-Time Field Transformation Procedure" used in measurements calculates the spatial X-Y-Z coordinates determined in the "Satellite Geodetic Reference System" using the technique of the global navigation satellite system into the "Unified National Projection System" used in Hungary.
During real-time kinematic measurement, both the moving receiver unit and the reference receiver determine the satellite distances necessary for positioning using both code and phase measurements, known as pseudo-ranges. Furthermore, the two receivers process data from at least five common satellites and seamlessly detect signals emitted by satellites of the BEIDOU, GALLILEO, GPS, and GLONASS types without exception.
To execute the surveying task with reliability and precision, we utilize state-of-the-art equipment renowned for its accuracy, namely the LEICA Zeno FLX 100 Plus and LEICA CSX 8 models. Data processing is carried out using AutoCad software, which is based on geographical information principles.
The procedure allows for the precise delineation of the area of use for further archaeological or construction tasks, both horizontally and vertically, ensuring accurate field marking for professional execution.

The "Real-Time Field Transformation Procedure" used in measurements calculates the spatial X-Y-Z coordinates determined in the "Satellite Geodetic Reference System" using the technique of the global navigation satellite system into the "Unified National Projection System" used in Hungary.

During real-time kinematic measurement, both the moving receiver unit and the reference receiver determine the satellite distances necessary for positioning using both code and phase measurements, known as pseudo-ranges. Furthermore, the two receivers process data from at least five common satellites and seamlessly detect signals emitted by satellites of the BEIDOU, GALLILEO, GPS, and GLONASS types without exception.

To execute the surveying task with reliability and precision, we utilize state-of-the-art equipment renowned for its accuracy, namely the LEICA Zeno FLX 100 Plus and LEICA CSX 8 models. Data processing is carried out using AutoCad software, which is based on geographical information principles.

The procedure allows for the precise delineation of the area of use for further archaeological or construction tasks, both horizontally and vertically, ensuring accurate field marking for professional execution.