Cyclic Aerial Survey of Slovenia

Product of aerial survey (from airplane, helicopter) are aerial images as well as external orientation elements, that are used as final product or as an input parameter for further image processing. In the cyclical aerial survey of Slovenia professional (recently digital, large format) aerial cameras are used. These cameras use simultaneous surveying of aerial photos in several channels (panchromatic, red, green, blue, near infrared). Usuall ground sampling distance (GSD) is 0.25 m.
 
Citation proposal
Geodetska uprava Republike Slovenije Geodetska uprava Republike Slovenije Surveying and Mapping Authority of the Republic of Slovenia . Cyclic Aerial Survey of Slovenia. https://eprostor.gov.si/imps/srv/api/records/86df9c6c-ca8f-4b16-b1d5-a56d23d59239
 

INSPIRE

Identification

File identifier
86df9c6c-ca8f-4b16-b1d5-a56d23d59239   XML
Hierarchy level
Dataset
OnLine resource
Spatial Portal  
Identifier
SI.GURS.CAS / 1fb878a8-c3d2-11e7-abc4-cec278b6b50a
Metadata language
Slovenian
Reference system identifier
http://www.opengis.net/def/crs/EPSG/0/3794
 

Classification of data and services

Topic category
  • Imagery base maps earth cover
 

Classification of data and services

Coupled resource
Coupled resource
 
 

Classification of data and services

Coupled resource
Coupled resource
 
 

Keywords

GEMET - INSPIRE themes, version 1.0 GEMET - INSPIRE themes, version 1.0 ( Theme )
  • Orthoimagery
Other keywords
Keywords
  • aerial survey, orthophoto, imagery/base maps/land cover
 
 

Geographic coverage

N
S
E
W


 

Temporal reference

Temporal extent
Temporal extent
Date ( Creation )
1975-01-01
 

Quality and validity

Lineage
The cyclic aerial survey period (cycle) of CAS is 2-4 years. CAS has been systematically performed since 1975 in various surveying scales (classic cameras) and with various ground sampling distances (GSD) for the acquisition with digital aerial cameras. The elements of the external orientation of the individual aerial image is given in the new coordinate system D96 in the form of coordinates of projection center of the aerial image (y, x, H) and three rotations parameters (omega, fi, kapa). Position accuracy of the aerial image is +/- 0.20 m in the projection plane and 0.25 m in height.
Spatial resolution
Spatial resolution (scale)
 
Spatial resolution (distance)
Distance
0.25  m
 
 
Md. maintenance
Maintenance and update frequency
Annually
Maintenance note
Aerial survey is carried out each year in a way that recovery cycle of individual area is 2-4 years
 
Coordinate Reference System
code
http://www.opengis.net/def/crs/EPSG/0/3794
Encoding
Format
TIFF
Version
Specification
 

Conformity

Conformance result

Date ( Publication )
2010-12-08
Explanation
See the referenced specification
Pass
false

Conformance result

Date ( Publication )
2014-04-11
Identifier
SOP / 2014-01-0962
Explanation
Glej referenčno specifikacijo
Pass
true
 

Conformity

Conformance result

Date ( Publication )
2010-12-08
Explanation
See the referenced specification
Pass
false

Conformance result

Date ( Publication )
2014-04-11
Identifier
SOP / 2014-01-0962
Explanation
Glej referenčno specifikacijo
Pass
true
 

constraintsRelatedToAccessAndUse

Use limitation
useConstraint
 
Access constraints
Access constraints
 
 

constraintsRelatedToAccessAndUse

Use limitation
Use limitation
Splošni pogoji uporabe geodetskih podatkov: https://www.e-prostor.gov.si/dostopi/javni-dostop/?acitem=1821-1822
 
Access constraints
Access constraints
 
 

Responsible organization (s)

  Custodian

  Distributor

 

Responsible organization (s)

  Custodian

  Distributor

 

Metadata information

  Point of contact

Date stamp
2023-09-21T15:25:12
 
 

SDS

Conformance class 1: invocable

Access Point URL
Endpoint URL
Technical specification
 

Conformance class 2: interoperable

Coordinate reference system
 
Quality of Service
 
Access constraints
Limitation
 
Use constraints
Limitation
 
Responsible custodian
Contact for the resource
 
 

Conformance class 3: harmonized

 
 

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  Associated resources

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