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AS/NZS ISO 19111:2019
[Current]Geographic information - Referencing by coordinates
The objective of this Standard is to define the conceptual schema for the description of referencing by coordinates.
Published: 22/05/2019
Pages: 146
Table of contents
Cited references
Content history
Table of contents
Header
About this publication
Preface
Foreword
Introduction
1 Scope
2 Normative references
3 Terms, definitions, symbols and abbreviated terms
3.1 Terms and definitions
3.2 Symbols
3.3 Abbreviated terms
4 Conformance requirements
5 Conventions
5.1 Unified Modeling Language notation
5.2 Attribute status
6 Referencing by coordinates — Data model overview
7 Coordinates package
7.1 Relationship between coordinates and coordinate reference system
7.2 Coordinate reference system identification
7.3 Requirements for coordinate metadata
7.3.1 Requirements class: Static CRS coordinate metadata
7.3.2 Requirements class: Dynamic CRS coordinate metadata
7.4 UML schema for the Coordinates package
7.5 UML schema for change of coordinates
8 Common Classes package
8.1 General attributes
8.1.1 Introduction
8.1.2 Name and alias
8.1.3 Identifier
8.1.4 Scope and Domain of Validity
8.2 UML schema for the Common Classes package
9 Coordinate Reference Systems package
9.1 Coordinate reference system
9.1.1 General
9.1.2 Principal subtypes of coordinate reference system
9.2 Derived coordinate reference system
9.2.1 General
9.2.2 Projected coordinate reference system
9.3 Compound coordinate reference system
9.3.1 General
9.3.2 Spatial compound coordinate reference system
9.3.3 Spatio-temporal compound coordinate reference system
9.3.4 Spatio-parametric compound coordinate reference system
9.3.5 Spatio-parametric-temporal compound coordinate reference system
9.4 UML schema for the Coordinate Reference Systems package
10 Coordinate Systems package
10.1 Coordinate system — General
10.2 Parametric coordinate system
10.3 Temporal coordinate system
10.4 Coordinate system axis
10.5 UML schema for the Coordinate Systems package
11 Datums (reference frames) package
11.1 Types of datum and reference frame
11.2 Geodetic reference frame
11.2.1 Prime meridian
11.2.2 Ellipsoid
11.3 Dynamic reference frame
11.4 Datum ensemble
11.5 Temporal datum
11.6 UML schema for the Datums package
12 Coordinate Operations package
12.1 General characteristics of coordinate operations
12.2 UML schema for the Coordinate Operations package
Annex A
A.1 Conformance — General
A.2 Conformance for coordinate metadata
A.3 Conformance of a CRS definition
A.4 Conformance of a coordinate operation definition
Annex B
B.1 Some geodetic concepts
B.2 Geodetic reference surfaces
B.3 Dynamic and static reference frames
B.4 Epoch
B.4.1 Introduction
B.4.2 Frame reference epoch
B.4.3 Coordinate epoch
B.4.4 Transformation reference epoch and parameter reference epoch
B.5 Map projections
Annex C
C.1 Coordinate metadata
C.1.1 Coordinates
C.1.2 Coordinates in a dynamic CRS
C.1.3 Change of coordinate epoch
C.1.4 Coordinate reference system identification
C.2 Coordinate reference system definition
C.2.1 Principal subtypes of coordinate reference system
C.2.2 Additional subtypes of coordinate reference system
C.2.2.1 Introduction
C.2.2.2 Derived coordinate reference system
C.2.2.3 Compound coordinate reference system
C.3 Coordinate system
C.3.1 General
C.3.2 Cartesian coordinate system
C.3.3 Coordinate system axis
C.4 Datum and Reference Frame
C.4.1 General
C.4.2 Geodetic reference frame
C.4.2.1 General
C.4.2.2 Prime meridian
C.4.2.3 Ellipsoid
C.4.3 Vertical reference frame
C.4.4 Dynamic reference frames
C.4.5 Parametric datum
C.4.6 Engineering datum
C.4.7 Datum ensemble
C.5 Coordinate operation
C.5.1 General characteristics of coordinate operations
C.5.2 Coordinate operation method and parameters
C.5.3 Parameter groups
C.5.4 Concatenated coordinate operation
C.5.5 Pass-through coordinate operation
C.5.6 RegisterOperations
C.5.7 Implementation considerations
Annex D
D.1 General
D.2 Temporal Units of Measure
D.3 Reduced Precision
D.4 Calendar Arithmetic
D.4.1 General
D.4.2 Definitive Calendar Arithmetic
D.4.3 Ambiguous Calendar Arithmetic
Annex E
E.1 Identification of a coordinate reference system
E.1.1
E.1.2
E.2 Definition of spatial coordinate reference systems
E.2.1
E.2.2
E.2.3
E.2.4
E.2.5
E.2.6
E.2.7
E.2.8
E.2.9
E.2.10
E.2.11
E.2.12
E.2.13
E.2.14
E.3 Definition of parametric coordinate reference systems
E.3.1
E.3.2
E.3.3
E.4 Definition of temporal coordinate reference systems
E.4.1
E.4.2
E.4.3
E.4.4
E.4.5
E.5 Definition of coordinate operations
E.5.1
E.5.2
E.5.3
E.6 Change of coordinate epoch in a dynamic CRS
E.6.1
E.6.2
Annex F
Annex G
Bibliography
Amendment 1
Amendment 2
Amendment control sheet
AS/NZS ISO 19111:2019
Amendment No. 1 (October 2021)
Correction amendment
Amendment No. 2 (March 2024)
Revised text amendment
Cited references in this standard
[Current]
Date and time - Representations for information interchange - Part 2: Extensions
Content history
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