Relative Accuracy
Relative accuracy is the measure of how precisely the spatial relationships—distances, angles, and positions—between points are preserved within a survey datase...
Absolute accuracy measures the correspondence between mapped points and their true positions in a global or national coordinate reference system. It is essential for legal surveys, engineering design, aviation, regulatory compliance, and robust geospatial data integration.
Absolute accuracy is the quantitative measure of how closely the coordinates of a point, as determined by a mapping or surveying system, correspond to the actual (true) position of that point on the Earth’s surface, as referenced in a defined global or national geodetic coordinate system (such as WGS84, NAD83, or ETRS89). This concept is foundational throughout geodesy, cartography, aerial photogrammetry, drone surveys, and LiDAR applications. It is typically expressed as a statistical value—such as the root mean square error (RMSE)—and is evaluated in the context of latitude, longitude, and elevation.
Key aspects:
ICAO Reference:
According to ICAO Doc 9674 (Manual on Air Traffic Management System Requirements), absolute accuracy is defined as “the extent to which the value indicated by a measurement system conforms to the true value as established by a reference system.” This is critical in aviation and navigation, where position errors have safety implications.
Relative accuracy measures the internal consistency of spatial relationships within a dataset—how accurately distances, angles, or elevations between points are preserved—regardless of their alignment with the real-world coordinate system. It is fundamental for applications where shape, size, or local measurements are more important than global positioning.
Absolute accuracy measures the correspondence between mapped points and their actual positions in a global or national coordinate reference system. It is crucial for data integration, legal surveys, and any application where real-world geolocation is required.
| Aspect | Relative Accuracy | Absolute Accuracy |
|---|---|---|
| Definition | Agreement of distances/angles between points within dataset | Agreement of mapped points to true positions in coordinate system |
| Reference | Local model, internal geometry | Global/national reference frame (e.g., WGS84, NAD83) |
| Importance For | Volume measurement, monitoring, modeling | Legal surveys, GIS integration, regulatory compliance |
| Measurement | Internal distances, shape fidelity | Positional error (e.g., RMSE) relative to true coordinates |
| Achieved By | High image overlap, consistent methodology | GCPs, RTK/PPK GNSS, survey-grade georeferencing |
| Reporting | Often in multiples of Ground Sample Distance (GSD) | Typically in meters/centimeters, RMSE_X, RMSE_Y, RMSE_Z |
| ICAO Standards | Not directly regulated | Strict requirements for aviation and aeronautical data |
Absolute accuracy is paramount whenever spatial data must be integrated with existing geodetic or cartographic frameworks, or when legal, regulatory, or safety-critical requirements dictate positional certainty.
ICAO Note:
For aviation, ICAO requires positional data for runways, navigation aids, and obstacles to be referenced to WGS84 with defined accuracy, integrity, and resolution standards (Annex 15, Table A8-1).
Check Points: Independently surveyed points not used in georeferencing, compared to their mapped positions to quantify accuracy.
Root Mean Square Error (RMSE):
[
RMSE = \sqrt{\frac{1}{n} \sum_{i=1}^{n} (x_{measured,i} - x_{true,i})^2}
]
Report RMSE_X, RMSE_Y, RMSE_Z for each axis.
Standards:
| Survey Method | Typical Absolute Accuracy (Horizontal) | Typical Absolute Accuracy (Vertical) |
|---|---|---|
| Consumer GNSS (no corrections) | 2–10 m | 5–15 m |
| RTK/PPK GNSS | 1–3 cm | 2–5 cm |
| GCP-based Aerial Photogrammetry | 1–5 cm | 2–10 cm |
| LiDAR with Survey Control | 2–10 cm | 5–15 cm |
| ICAO Aeronautical Data (Annex 15) | <1 m (runways), <5 m (obstacles) | <1 m (runways), <3 m (obstacles) |
ICAO Practice:
For aviation data, maintain strict quality management and audit trails as per ICAO Annex 15 and Doc 9674.
Choosing appropriate accuracy balances cost, effort, and project needs.
High Absolute Accuracy Required:
High Relative Accuracy Sufficient:
Cost vs. Benefit:
Higher absolute accuracy requires more investment in control, equipment, and field time.
Absolute accuracy quantifies how well spatial data aligns with the true positions of features on the Earth, as defined by a recognized coordinate system. It is essential for legal, regulatory, and engineering applications, as well as for aviation safety and multi-source data fusion. Achieving high absolute accuracy requires careful planning, quality control, use of GCPs or RTK/PPK, and rigorous assessment using independent check points. Professionals should always match the required accuracy class to project needs—investing in high-accuracy methods for critical data and adopting fit-for-purpose approaches for less demanding applications.
High absolute accuracy is typically defined as horizontal and vertical errors of less than a few centimeters, verified with independent check points. For ICAO-regulated aviation data, horizontal errors for runway data must be less than 1 meter.
Yes. If internal measurements (distances, angles) are correct but the dataset is shifted or rotated relative to the global coordinate system, relative accuracy is high while absolute accuracy is poor.
A minimum of 4–5 GCPs for small, flat areas; for large, complex, or hilly terrain, 8–10 or more, evenly distributed. The more control points and the better their distribution, the higher the potential accuracy.
RTK/PPK can achieve high accuracy without GCPs, especially for open, accessible sites. However, for legal, regulatory, or safety-critical applications, GCPs or at least independent check points are strongly recommended to verify accuracy.
Consumer-grade GNSS is typically accurate to 2–5 meters horizontally, with greater vertical error. For sub-meter or centimeter accuracy, use RTK/PPK or GCPs.
By comparing the mapped coordinates of independent check points with their surveyed positions and calculating RMSE for each axis (X, Y, Z). Always include methodology and results in reports.
ICAO Annex 15 and Doc 9674 specify that positional data for runways and navigation aids must meet strict accuracy, integrity, and resolution requirements, referenced to WGS84.
Leverage precise GNSS, proper ground control, and ICAO-compliant workflows to ensure your maps, models, and surveys align with real-world positions.
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