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      Step 1. Before Starting a Project > 4. Getting GCPs on the field or through other sources (optional but recommended) - PIX4Dmapper

      >> Skip this step if no GCPs will be added <<

      Warning: Using Ground Control Points is HIGHLY RECOMMENDED when processing a project with no image geolocation.

      If no Ground Control Points are used:

      • The final results have no scale, orientation, and absolute position information. Therefore they cannot be used for measurements, overlay, and comparison with previous results.
      • They may produce an inverted 3D model in the rayCloud.
      • The 3D reconstruction may not preserve the shape of the surveyed area.

      Ground Control Points (GCPs) are points of known coordinates in the area of interest. Their coordinates have been measured with traditional surveying methods or have been obtained from other sources (LiDAR, older maps of the area, Web Map Service). They are not required for processing a project with Pix4Dmapper, but they increase significantly the absolute accuracy of the project. GCPs can also be used as Check points to verify the accuracy of the results. They can be used:

      • In projects with image geolocation: GCPs increase the absolute accuracy of a project, placing the model at the exact position on the Earth. They reduce the shift due to GPS from meters to centimeters. For more information about the shift due to GPS: How the onboard GPS affects the project accuracy?.
      • In projects without image geolocation:GCPs are required if there is the need for georeferenced outputs. In this case, the GCPs will scale, orient, and position the final results. Additionally, they are very useful for increasing the relative accuracy of the outputs, i.e. the reconstruction of the 3D model.

      When using GCPs the following aspects need to be taken into consideration:

      Number and distribution of GCPs

      The GCPs should be placed homogeneously in the area of interest. Imagine the area as a large table and the GCPs as the legs that will support it. If all the "legs" are placed at the same location of the "table", then it will tilt. If the "legs" are homogeneously spread, then the "table" will be stable. Additionally, it is also recommended to place one GCP in the center of the area in order to further increase the quality of the reconstruction (Figure 1).

      Important:
      • A minimum number of 3 GCPs is required for them to be taken into account in the reconstruction. Each one should be marked in at least 2 images.
      • A minimum number of 5 GCPs is recommended. 5 to 10 GCPs are usually enough, even for large projects. More GCPs do not contribute significantly to increasing accuracy.
      • In cases that the topography of the area is complex, then more GCPs will, indeed, lead to better (more accurate) reconstruction.
      • It is recommended to use at least 5 GCPs, each of which is identified in 5 images, as it minimizes the measurement inaccuracies and helps to detect mistakes that may occur when inserting the GCPs.
      • The GCPs should be placed evenly on the landscape to minimize the error in scale and orientation.
      • Do not place the GCPs exactly at the edges of the area, as they will only be visible in a few images.
      • For corridor mapping: Number and distribution of ground control points (GCPs) in corridor mapping.
      Figure 1. Distribution of the GCPs.

      GCP acquisition

      The Ground Control Points can be:

      GCPs measured in the field
      Measuring GCPs in the field requires spending some time in the area and locating the position where they should be measured. This process requires the terrain to be accessible. Before measuring the GCPs coordinates, the following items must be defined:


      GCP coordinate system

      A coordinate system is a set of numbers and parameters that is used in order to define the position of any object in the 2D or 3D space. The chosen GCP coordinate system depends on the needs of the end-user. Usually, the coordinate systems can be:

      • Global coordinate systems: They are defined using 3D ellipsoid coordinates (latitude, longitude, altitude).
      • National coordinate systems: They are usually defined using a projection defined for a specific country (X, Y, altitude).
      • Local coordinate systems: They are defined using a projection. The user sets the origin and orientation where it is most convenient (X, Y, altitude).
      Note: The altitude can be either geometric (using as reference the level of the ellipsoid) or orthometric (using as reference level the Mean Sea Level). For more information about the ellipsoid and orthometric height: Orthometric vs ellipsoidal height.


      GCP accuracy

      In order to define the accuracy with which the GCPs will be measured, the following factors must be taken into account:

      • Accuracy needed for the final results: The accuracy of the GCPs should correspond to the final absolute accuracy the user needs. For example, for projects for which an accuracy of some meters is acceptable (e.g. fast assessment tasks), then the accuracy of the GCPs is NOT required to be of some centimeters. For projects for which the accuracy is very important (e.g. construction sites) then the GCPs should be measured with an accuracy of some centimeters in order to comply with the project requirements. In general, the accuracy of the GCPs should be slightly better than the expected accuracy of the final results.
      • Ground Sampling Distance of the images: The GCPs should:
        • Be visible in the images. The GCP photogrammetric target (figure 2) should have about five to ten times the dimensions of the GSD. If the GCP is natural (a characteristic point in the area that is not signed by a photogrammetric target), then the GCP can be even more difficult to identify and mark.
          Figure 2. GCP photogrammetric target.
        • Not be more accurate than 1/10 of the GSD. For example, if the GSD is 10 cm, the GCP accuracy should not be below 1 cm, since they cannot be marked in the images with such accuracy.
      Important: The accuracy of the GCPs must be known in order to correctly set the GCP accuracy ( Horizontal and Vertical) for processing. For more information about the GCP accuracy: GCP / Manual Tie Point Table.

      Topographic equipment

      • Total station accuracy: They can reach millimeters accuracy (depending on the distance of the measured points from the station).
      • GPS system accuracy: They can reach several centimeters accuracy (depending on the equipment, the area, and the country).
      GCPs defined from other sources
      If no GCPs have been measured in the field, they can be extracted from other sources. The advantage of such GCPs is that they can be extracted at any time while being at the office. The disadvantage is that they give no control over the accuracy and that the coordinate system is the coordinate system of the GCP source.

      GCPs can be extracted from 2 type of sources:

      • GCPs extracted from high accuracy sources: GCPs can be extracted from sources such as existing maps and laser scanning outputs of the same area. If these sources are updated, then the GCPs can be very accurate. The coordinate system and the accuracy of these points depend on the source.
      • GCPs extracted from Web Map Services: Web Map Services provide online georeferenced maps using a standard protocol called Web Map Service (WMS). Some servers have their GIS databases publicly available and free-of-charge. Well-known free WMS servers are Google Maps and Bing Maps. They cover the whole planet but the accuracy of the map georeference may not be high enough. In addition, their data is not available with the same accuracy for different parts of the world. It is recommend to use GCPs derived from such sources when:
        • The images are not geolocated and therefore the project has no georeference.
        • The desired output is a .kml file, which can align perfectly with Google Maps.

      For more information about how to obtain the georeference using 2D or 3D GCPs taken from a Web Map Service server: How to obtain the georeference using 2D or 3D GCPs taken from a Web Map Service .