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Photogrammetry Explained

Overview

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Photogrammetry is a very old and trusted method of surveying. Most maps you look at today were created using photogrammetry. DART uses special photogrammetry techniques to produce drawings of anything by taking multiple photographs from different angles of the object or area of interest. We use calibrated digital and medium format cameras to take our photographs. Depending on the object the photographs are taken from the ground, high lift tripod (40ft), blimp platform, (40 to 500ft) or plane (above 500ft).
It is as, or more accurate than any other traditional survey technique and provides numerous advantages including lower cost, reduced field time, and an increased level of detail picked up. In fact no other survey technique can pick up the level of detail that photogrammetry can. Why settle for less detail?
Ironically the more detail the site has the easier it is to survey with photogrammetry and the more cost effective it is. Sites with a very level of detail (like a white wall with no detail) reduce its cost effectiveness.
If you want to know more how its done read on.
If you want to see some examples click here.


Detailed Information

We use pictures like this to produce maps and drawings!
From photo to scale drawing!


Look at some recent unusual projects

Q. What can you survey with photogrammetry?

Just about anything. If the object(s) or site can be photographed from more than one angle, then photogrammetry can produce a scale drawing of it!
Photogrammetry is particularly useful for objects (sites) that are difficult to survey with traditional techniques, for example:

Q. What is Photogrammetry?

It is the science of taking scale measurements from photographs. Simply put, a form of surveying that uses a fully calibrated or "METRIC camera" instead of a transit or level. Photogrammetry is usually associated with aerial photography but with the advances in computer software capabilities it is now widely used as a replacement for traditional surveying.

Q. Is there more than one Photogrammetry system?

There are many different systems in use today. For example the Ontario Base Maps (OBM) with scales from 1:2,000 to 1:10,000 are derived from aerial photographs taken with metric cameras from planes flying at 10,000 feet. Most of the OBM mapping work (in Ontario) was done in the 60's to 80's. That system uses stereo pairs (two photographs that are horizontally separated) to produce maps that are often accurate to approximately 5m. This system requires precise camera positioning and specialized operator skills in order to produce usable photographs and is therefore very expensive. The cameras themselves can cost hundreds of thousands of dollars, often have a 9 square inch negative and require large machines with skilled operators capable of seeing in stereo in order to produce accurate drawings from the photographs.
There are many other systems that vary significantly in how they work, the accuracy they provide, skills required of the operators, and control required on the photography and so on.
Q. What specific system does DART use?
DART uses the ROLLEI Metric Camera and the ROLLEI Fototechnic system CDW software, developed in Germany, for its Photogrammetry. It is used throughout the world by agencies including: CSIS, RCMP, and the European Space Agency. DART also uses the system developed by EOS, which was recently used to model the Lady Diana crash scene. Look at some recent unusual projects

Q. What do you mean by a Metric Camera?

ROLLEI cameras are touted as having the best optics and precision construction available today. ROLLEI makes a Metric version of its cameras. These cameras use a negative that is 57mm by 57 mm and have a calibrated lens; meaning the lens is precisely measured, so the exact focal length of the camera is known. For example a 50 mm lens may actually be 50.11mm. A special plate is also mounted on the back of the film to keep the negative flat while it is exposed. The plate also puts little crosses on the negative so that any distortion of the photograph due to photo finishing lenses can be determined. You may have noticed these cross hairs on Moon pictures or pictures from Mars. Apart from these critical differences, it is a standard camera. DART also uses calibrated digital cameras when large volumes of photos are required.
 Image showing crosshair identification
Figure 2 - Example of a typical Metric photograph - cross hairs are being highlighted for identification. Look at some recent unusual projects

Q. What and how do you survey a site with Photogrammetry?

STEP 1 - FIELD WORK
Anything can be surveyed using Photogrammetry. ROLLEI was recently used to survey the Flame on the Statute of Liberty prior to rehabilitation. The only requirement being that the subject is visible and can be photographed from three different angles. Lets take the example of the cliff above in Figure 2. Photographs are taken from three angles along the face of the cliff. One straight on, the second from the left and the third from the right. A single measurement (see figure below) is all thats required to establish the scale of the surveyed object. That’s it.
Photograph showing site measurement
Figure - Single distance measurement for photogrammetry model being taken. (Targets ensure the distance is accurately measured)

STEP 2 - PHOTO FINISHING

Negatives are often slightly warped in one direction. To eliminate this possible source of error they are developed with a piece of glass laid overtop of it to keep it flat. The size of the print used is a direct function of the size of the detail on the object to be surveyed. For most uses, a 10 cm print is used (like the project above) ,where very small detail is present (like building brickwork), a 20cm print or larger is used.
The photographs are then scanned (usually at 600 dpi optical resolution) into a windows BMP file just like those used for Windows 95 backgrounds.

STEP 3 - DEVELOPMENT OF COMPUTER MODEL

The scanned photographs are brought into the software and the crosses are identified by the computer. Then the operator identifies approximately 12 points that are visible in each of the three photographs. The camera data is input into the computer (ie focal length and negative size). The special ROLLEI software can then calculate the position of the camera relative to the object surveyed. That’s it, a drawing of the site can now be created.
Image showing photo point measurements
Figure 3 - Example of photo measurement points being added. These same points are added to two other photographs taken from different angles of the same area. (Photograph taken from boat)

STEP 4 - CREATING THE DRAWING

The site can then be mapped by simply drawing on top of the photographs. For example, the top of the cliff is traced on one or more of the scanned photographs and the software creates a scale drawing of the top of bank in a standard CAD format. The process is continued for all of the features (ie bottom of bank), producing a complete, very accurate, completely 3 dimensional finished drawing of the area.

Q. How accurate is it?

A good rule of thumb is 1 part in 2,000. For example, from a distance of 10 metres the accuracy is approximately 5 mm. The accuracy can be increased for industrial applications to 1 part in 20,000 by taking more photographs, and or adding additional control. The European Space Agency uses special ROLLEI cameras to measure tolerances of 30 microns on its satellites.
A relative accuracy of 1:2,000 means that for an object with a 10m largest dimension, we can produce 3D coordinates with 5mm accuracy at 95% (two standard deviations) probability. A higher level of accuracy can also be provided should your application require it.

Q. What are the benefits of photogrammetry?

Q. What are the disadvantages of photogrammetry?

Q. How much does it cost?

Photogrammetry is very competitive cost wise to total station surveys. In fact it is often less expensive to use Photogrammetry, particularly with standard survey requirements. Three dimensional drawings are more expensive than simple 2 dimensional drawings due to the complexity involved creating the 3D CAD drawing. In most cases however, only 2 dimensional drawings are required. Photogrammetry is often the only economically viable method of producing 3 dimensional drawings in non industrial applications.

Q. Can photographs be taken from plane or helicopter?

Definitely, DART owns a 30 foot blimp that flies to over 500 feet, and a tripod that extends to 40 feet. For very large areas of land, photographs from a plane are used to survey the site.
Aerial photograph using photogrammetry
Figure 4 - Red line illustrates the single distance measured for the scale of the photogrammetric model

Q. Can I take photographs with a non metric camera and use them?

Yes. Non metric photographs can be used as well. There is a reduction in the accuracy by using non metric cameras. For example a building that the ROLLEI camera can survey to 3 mm may be accurate to say 15 to 25mm with a reasonable quality 35mm camera. Contact us if you would like to take your own pictures and we can guide you through the process. We can also calibrate your camera and significantly increase the accuracy of drawings created from your photographs.

Q. What does the finished product look like?

Look at some recent unusual projects
END

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