Optimization of geodetic network for the restoration of surveying in CM Vojvoda Stepa

Abstract

In the area of Vojvoda Stepa there is already a network of points whose coordinates were determined during surveying process. However, the existing network has sparse density and, hence, does not satisfy needs of maintenance and reconstruction of the survey of the civil area, as well as the realization of geodetic and technical works in the arrangement of the land consolidation. With regard to the predicted geodetic works, the realization of new network is planned which will include certain number of existing trigonometric and polygonal points. The main objective of the project is the realization of the new reference network in the territory of cadastral municipality Vojvoda Stepa, which will in full satisfy needs of maintaining and renewing survey and the needs of cadastre of impartiality. This network will present basis for all works carried out in the process of the land consolidation. In the paper, project solution of geodetic basis is presented. Special emphasis is placed on finding optimal solution, i.e. optimal network design, with fulfilled conditions related to the required quality, that is, the accuracy and reliability of the geodetic basis.

Keywords

• optimization
• geodetic basis
• quality criterion
• surveying plan