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* Surdex

Demystifying Advancements in Digital Orthophotography

by Surdex Corporation, St. Louis, MO
About Surdex Corp.


Airborne GPS Control

Photogrammetric control provides the foundation for spatial orientation or referencing of aerial imagery to the Earth’s surface, thereby allow the imagery to be used in the photogrammetric compilation of topographic and planimetric mapping features. The accuracy of the photo control solution is dependent upon the desired accuracy specifications of the resultant mapping products. Since the ground control solution provides the framework and accuracy of the entire process, this initial step is the most critical.

Traditionally, the photogrammetric control solution was accomplished through the establishment of a basic network of “photo-identifiable” ground control points with known horizontal and vertical values within a specific ground coordinate system. These points have known coordinates (x, y, and z) on the Earth’s surface and can easily be identified in the aerial imagery. For some large scale mapping, it was often necessary to have a ground control point in at least every third or fourth stereo model. In those cases, a countywide project would often require as many as 1000 control points for the photogrammetric control solution.

Surdex was a pioneer of Airborne GPS collection for photogrammetric control, having undertaken experimental research with Iowa State University and with our first project in 1991 for the USGS. Since that time, Surdex has routinely used this technology to support, and often to supplant conventional ground control for the Corps of Engineers, USGS, USAF, FAA, and County/Municipal photogrammetric survey and mapping projects.

Although Airborne GPS is not a new technology, it is often misunderstood and its viability in the photogrammetric process is often questioned by many non- photogrammetrists. Digital Orthophotography is a perfect application for Airborne GPS. The airborne collection of photo-center control data allows the user to collect an extremely dense data set of photogrammetric control in a very short period of time. Essentially, a photo-center control point is established for each frame of photography flown during the mission, as opposed to establishing control points spanning three to four models utilizing conventional ground control.

During the photo mission, a minimum of three GPS receivers are simultaneously collecting GPS observation data at 1-second intervals. The airborne unit collects both at one-second and at an event epoch, which is the center-point of the exposure cycle for each frame. Two receivers, or “base stations,” are generally co-located with previously established, or to be established, high accuracy ground control points. A third receiver, the “rover” is located in the aircraft and utilizes an L1/L2 antennae which has been surveyed into the aircraft’s coordinate system, all referencing the nodal point of the aerial camera’s lens and known focal length.

Surdex has independently executed specific experiments to determine the accuracy of Airborne GPS as solitary control for a project as well as evaluating the affects of minimal perimeter conventional ground control on the vertical accuracy's.

As a result of these tests, Surdex has determined that Airborne GPS is adequate for horizontal control. Even without additional ground control, Airborne GPS data does not reflect any serious effects of deformation in the triangulation. The expected problem would result in tortional deformation longitudinally along the flight line, since airborne control is collected along a straight line through the air. However, there is enough excursion variation, such as drift and altitude change, along the flight line to suppress any adverse effects. Additionally, the geometric strength of normal strip triangulation minimizes the tortional deformation as well. The combination of triangulation and flight variation guarantees elimination of the problems expected from linear collection in the air.

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