GEOINFORMATION NFRASTRUCTURE BASES TAILED DATA BA C T O RI Decisions about such complex matters need to be based upon up to date and reliable information that is freely accessible, standardised and interchangeable. In the last decades spectacular advances in electronics and computer technology have resulted in the information revolution and led to the establishment of Geographic Information Systems (GISs), that may combine all kinds of spatial information to social-economical and other type of information. Nowadays this has become an important tool for regional planning and land management. Aware of this, the Ministry of Environmental Protection and Regional Planning (MEPRP) and the Geodetic Autho rity initiated the project:Computerization of the geodetic evidences". The feasibility study for this project was in ternationally tendered because of the urgent need to modernise the geo-oriented data bases for natural re source management and the protection of private proper ty. This feasibility study clarified a number of problems related to the redefinition of the geodetic activities: necessity of the development of a geo-information infrastructure; technology transfer; organization of the geodetic services; geodetic education and research and development; entire geodetic legislation; development of new cost models; etc. Photogrammetry appeared to become the major method for data collection. This article intends to concentrate on the practical experiences gained in the project and emphasises on the main obstacles in modernising the geodetic services in post socialistic societies. with the production of topographical map series at scales 1 5 000, 1 25 000, 1 400 000 and 1 750 000, elabo ration of basic network of geodetic points and elaboration and maintenance of land cadastre. The production and maintenance of the topographical map series was based on the cyclic aerial survey in scale 1:17 500 which was processed with analogue photogrammetric stereoplotters resulting in analogue paper based maps. The production of the maps was not standardised except for the graphical part. The land cadastre is of Austrian/Hungarian type, 150 years old and not geo-oriented. New surveys are elabo rated by analogue photogrammetric stereoplotters and partially automated, terrain surveys. All tabular data are automated and centrally stored in sequential data bases. Concept of the geo-information infrastructure The basic concept of the geo-information infrastructure in the Republic of Slovenia separates the existing geodetic evidences in two parts according to their functions. land register cadastre of buildings land cadastre Fig. 4. The mutual relations between the land and buildings cadastre and the land register. Definition of the geo-information infrastructure Present status As in most countries in the world also the geodetic ser vices in the Republic of Slovenia were mainly occupied Fig. 3. The concept of the Geo-information infrastructure. NGT GEODESIA 93 - 8 The topographical part is based on the existing 1 5 000 map which covers homogeneously the entire territory of Slovenia with the highest possible resolution. The topo graphical data bases are ranked as follows: digital terrain model (20,000 km2); hydrographic network (4,000 km); vegetation coverage (20,000 km2); utilities and other facilities (30,000 km); geo-positioning system (80,000 geodetic points); territorial units (regions, counties, communities, ca dastral counties, statistical units); geographical names (200.000). The topographical data bases contain graphical/tabular entities with a minimum of attributes enabling to link its data to data bases with higher resolution of the infor mation. Besides pure topographical entities the map in the scale 1 5 000 also serves to capture the graphical/tabular entities of other sectors of MEPRP for a unique geo- coding system (see fig. 3): hydrology/hydrography; water quality sensors; geophysics (geologyj/seismology; ecology/waste material; etc. The ownership part of the geo-information infrastructure consists of a land cadastre and a cadastre of buildings which are linked to the land registers. Both data bases have graphical/tabular entities with a minimum of attri butes and are linked to the topographical data bases (fig- 4). 389

Digitale Tijdschriftenarchief Stichting De Hollandse Cirkel en Geo Informatie Nederland

(NGT) Geodesia | 1993 | | pagina 25