Location Accuracy and Precision of Position Determination in Surveying
Understand the key concepts of location accuracy and precision in surveying, including absolute and relative accuracy, confidence levels, and relevant standards...
Relative accuracy measures how precisely distances and angles between points are preserved within a survey, ensuring internal consistency for construction, aviation, and mapping.
Relative accuracy is a cornerstone concept in surveying, mapping, aviation, and civil engineering. It refers to the precision with which the spatial relationships—distances, angles, and positions—between points are maintained within a dataset, regardless of its placement on a global coordinate system like WGS 84. This internal consistency is crucial for ensuring that measurements, designs, and analyses based on the dataset are reliable and actionable.
Relative accuracy, sometimes referred to as local accuracy (in ICAO and surveying standards), is all about internal consistency. If two surveyed points are physically 50 meters apart, relative accuracy ensures that their digital representations remain exactly 50 meters apart, even if an entire dataset is shifted or rotated relative to the global grid. In contrast, absolute accuracy is about how close surveyed points are to their true locations in a global or legal reference system.
Relative accuracy ensures that:
Example:
In airport mapping, if the surveyed positions of runway ends, taxiways, and navigation aids maintain correct distances and orientations to each other, the survey is said to have high relative accuracy—even if the entire airport map is slightly offset from its true global position.
| Term | Definition |
|---|---|
| Relative Accuracy | Internal consistency of spatial relationships (distances, angles) between points in a dataset |
| Absolute Accuracy | Accuracy of point positions with respect to a global reference (e.g., WGS 84, national grid) |
| Local Accuracy | Synonym for relative accuracy, used in some standards |
Relative accuracy underpins airport safety and regulatory compliance. Features like runway thresholds, taxiway intersections, and obstacles must be mapped with high internal consistency to:
ICAO mandates that features published in Aeronautical Information Publications (AIP) and on aeronautical charts reference WGS 84 but emphasizes that their internal geometry (relative accuracy) is just as critical.
On any construction site, relative accuracy ensures:
Even small errors in relative distances or heights can lead to significant mistakes in construction or volume calculations.
When combining data from multiple sources (e.g., LiDAR, GNSS, photogrammetry), consistent internal relationships are essential to avoid distortions:
National and international standards (ICAO, FAA, NSPS, Eurocontrol) specify requirements for both absolute and relative accuracy, tailored to feature criticality.
ICAO Implementation Guidance:
The ICAO WGS 84 Implementation Manual emphasizes that transformations to global systems can degrade internal consistency if not carefully managed. Both precise fieldwork and rigorous data processing are required.
International and national agencies set formal standards to ensure datasets meet operational and safety requirements. These standards specify permissible errors, confidence levels, and recommended methodologies.
| Standard | Required Relative Accuracy | Application |
|---|---|---|
| ICAO (WGS 84 Manual) | 0.1 m or better (local accuracy for control) | Aerodrome features, navigation aids |
| FAA AC 150/5300-18C | 5–20 mm (95% confidence, depending on feature) | Airport surveys, obstruction evaluation |
| NSPS (USA) Urban Surveys | 21 mm + 50 ppm (95% confidence) | City infrastructure, cadastral surveys |
| Caltrans (California DOT) | 5–20 mm (depending on order of survey) | Geodetic and project control |
| LiDAR (Typical) | 1–3 × point spacing (relative to GSD) | Terrain/obstacle mapping, asset management |
Most standards specify relative accuracy at 95% confidence, meaning that 95% of measured distances or positions fall within the stated tolerance.
Surveying obstacles (trees, towers, buildings) around an airport requires high relative accuracy (0.1 m or better) to ensure their heights and locations are reliable relative to runway ends, supporting safe airspace design.
Runway centerlines, thresholds, and taxiway intersections must have correct spatial relationships to maintain safe and efficient airport operations. Surveys are often controlled to within a few centimeters.
Airborne LiDAR delivers dense point clouds for surface modeling and drainage analysis. Relative accuracy determines reliability of contours, slope calculations, and volumes (typically 1–3 times point spacing).
A network of control points (via GNSS or total stations) forms the backbone of all subsequent measurements. In aviation, 0.05–0.10 m relative accuracy is common for control networks.
| Aspect | Relative Accuracy | Absolute Accuracy |
|---|---|---|
| Definition | Internal consistency between points | Closeness to true global coordinates |
| Importance | Ensures correct measurement and modeling | Enables data integration, legal compliance |
| Use Cases | Construction, as-built surveys, obstacle mapping, surface modeling | Cadastral surveys, regulatory reporting, data integration |
| Measurement/Validation | Redundancy, least squares, check points | Ground control points, transformation to global reference |
| Standards | ICAO, FAA, NSPS, Eurocontrol (e.g., 0.1 m for critical features) | National geodetic authorities (can be <0.1 m for legal boundaries) |
| Impact of Poor Accuracy | Unreliable measurements, design/construction errors | Misalignment with global datasets, regulatory non-compliance |
| Technologies | Total stations, GNSS, LiDAR, photogrammetry | Same, with rigorous georeferencing |
ICAO’s WGS 84 Implementation Manual and Annexes (4, 11, 14, 15) provide detailed requirements for the determination, reporting, and quality assurance of aeronautical feature coordinates. Key recommendations include:
Relative accuracy is not just a technical term—it’s the backbone of safe, reliable, and actionable geospatial information in modern surveying, aviation, and infrastructure management. Ensure your next project adheres to best practices and standards for both relative and absolute accuracy.
Relative accuracy describes how well the distances, angles, and positions between points are preserved within a dataset, ensuring internal consistency. Absolute accuracy, on the other hand, measures how close those points are to their true positions in a global or legal coordinate system, such as WGS 84. High relative accuracy does not guarantee high absolute accuracy, and both are important for different aspects of surveying and mapping.
In aviation, relative accuracy ensures that the spatial relationships between critical features—such as runways, taxiways, and obstacles—are preserved. This is vital for safe airport operations, obstacle clearance, and regulatory compliance. ICAO and national standards require high relative accuracy for infrastructure and obstacle mapping.
High relative accuracy is achieved through precise measurement techniques (total stations, GNSS RTK/PPK, LiDAR, photogrammetry), redundant observations, network calibration, least squares adjustment, and rigorous quality control. Proper survey planning and professional data processing are essential.
Yes. If a dataset is transformed from a local coordinate system to a global system like WGS 84 using inadequate or poorly distributed control points, or incorrect transformation parameters, the internal geometry can become distorted, reducing relative accuracy. Rigorous quality assurance is required during transformation.
ICAO recommends local (relative) accuracy of 0.1 m or better for critical aeronautical features, such as runways and navigation aids. The FAA and other national standards often specify tolerances of 5–20 mm for airport control surveys. Exact requirements depend on feature criticality and regulatory guidance.
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