UNDERSTANDING OF DATUMS, COORDINATE SYSTEMS, AND PROJECTIONS
OVERVIEW
A fundamental aspect of spatial data integrity is understanding how locations on Earth are measured, mapped, and referenced. This section introduces the essential building blocks of geographic referencing: datums, coordinate systems, and map projections. A datum defines the size and shape of the Earth and anchors coordinate systems to real-world locations. Coordinate systems—both geographically and projected—provide the mathematical framework for locating features, while projections transform the curved surface of the Earth onto a flat map, each with its own strengths and distortions. Mastery of these concepts is critical for ensuring spatial accuracy, aligning datasets from different sources, and choosing appropriate spatial references for analysis and cartography. GIS professionals must be able to identify, apply, and troubleshoot these spatial reference systems to support accurate and effective geospatial workflows.
KEY CONCEPTS AND TERMINOLOGY
A. Georeferencing – associating a map (such as a pdf without spatial information) or image (such as an aerial image without spatial information) with spatial locations.
B. Control points – consists of multiple points, points come in pairs that match the spatial location with a point on an unreferenced image or map.
C. Spatial reference system (SRS) or coordinate reference system (CRS) - a coordinate-based local, regional, or global system used to locate geographical entities.
D. International Terrestrial Reference System (ITRS) - is a three-dimensional coordinate system with a well-defined origin (the center of mass of the Earth) and three orthogonal coordinate axes (x,y,z)
E. Map projection - transforming coordinates from a curved earth to a flat map.
F. Horizontal datum - model of the earth as a spheroid (2 components, reference ellipsoid and a set of survey points both the shape of the spheroid and its position relative to the earth)
G. Vertical datum - reference point for elevations of surfaces and features on the Earth - could be based on tidal, seas levels, gravimetric, based on a geoid.
H. NAVD88 - gravity based geodetic datum in North America
I. Geodetic datum -a set of control points whose geometric relationships are known, either through measurement or calculation.
J. WGS 84 - World Geodetic System - reference coordinate system used by the Global Positioning System (GPS)
K. SRID integer - aspatial reference system id numbers, including EPSG codes defined by the International Association of Oil and Gas Producers
L. 4 distortions - Distance - Direction - Shape – Area
M. Mercator Projection - preserves shape and direction, area gets distorted - projecting earth onto a cylinder tangent to a meridian.
N. Azimuthal Equidistant - planar (tangent) - used for air route distances - distances measured from the center are true - distortion of other properties increases away from the center point.
O. Cylindrical equal-area projections - preserves area, shape and distance gets distorted near the upper and lower regions of the map - straight meridians and parallels - meridians are equally spaced and the parallels are unequally spaced.
P. Conic projections - preserves directions and areas in limited areas - distorts distances and scale except along standard parallels - generated by projecting a spherical surface onto a cone.
Q. Choosing a projection:
• Latitude: Low-latitude areas (near equator) use a conical projection; Polar regions use an Azimuthal planar projection
• Extent: Broad in East-West (e.g., the US) use a conical projection; Broad in North-South (e.g., Africa) use a transverse-case cylindrical projection.
• Thematic: for an analysis that compares different values in different locations, typically an equal-area projection will be used.