
The practice of obtaining surveys by means of photography. The camera commonly is airborne with its axis vertical, but oblique and horizontal (ground-based) photographs also are applicable. Data reduction is accomplished by stereoscopic line-of-sight geometry with use of both analytical and analog methods. See also Aerial photograph; Remote sensing; Surveying.
In vertical aerial surveys adjacent photos are overlapped. The two images of the same terrain are then superimposed for three-dimensional viewing by human operators or automated sensors.
In a widely used analog procedure the two photos are placed in the projectors of a stereoplotting instrument. With the aid of visible ground-control points the photos are oriented to the relative positions they had at the instants of exposure. In a typical automated stereoplotting system (see illustration) scanning devices substitute for human eyes to sense model-surface slope and thus to control servomechanisms that raise and lower the plotting table and translate it along a succession of closely spaced parallel horizontal dimensions, or ground profiles.

Typical automated stereoplotting system. (Lockwood,hfill Kessler, and Bartlett, Inc.)
n.the science or art of obtaining reliable measurements from photographic images.
See the Introduction, Abbreviations and Pronunciation for further details.
The use of aerial photographs and images from remote sensing to measure natural and man-made terrestrial features.
The technology of obtaining reliable distance measurements by photograph.
Photogrammetry, photography for measurement purposes. This covers measurement of anything, from the spaces between atoms in a crystal to the drift of continents or even the motion of stars. Early work on photogrammetric surveying (often for military purposes) was done by, among others, Aimé Laussedat in France, Eduard Déville in Canada, Albrecht Meydenbauer in Germany, and Ernst Mach, Eduard von Ortel, and Theodor Scheimpflug in Austria-Hungary. An International Society for Photogrammetry was founded in Vienna in 1910. Photogrammetry's main application today is mapping by aerial survey.
— Graham Saxby
The creation of scaled maps and plans based on features visible on one or more photographs of known scale and orientation. In some cases the photographs have to be rectified or adjusted to take account of distortions. The ideal is to use stereoscopic pairs of photographs.
Aerial photography and satellite photography work in similar fashion. Course and speed are set before entering the area to be photographed, to ensure uniformity of speed and altitude. The result is an image of a narrow strip, which can be combined with overlapping images of neighboring strips to produce a panoramic view, commonly called a mosaic. Commercially available aerial and satellite photographs are capable of resolving objects of about 10 sq ft (1 sq m), which means that a satellite would be able to distinguish between a car and truck. Aerial photographs may be high oblique (including the horizon), low oblique (below the horizon), or vertical (perpendicular to the earth). Only the vertical may be accurately scaled for mapmaking purposes. Often a multilens camera is used to photograph one section vertically and the adjacent areas obliquely. The individual oblique exposures are then corrected, scaled, and joined to the vertical section to form one continuous photograph. By viewing two overlapping photographs through a stereoscope, a three-dimensional image of a region, or topographic map, can be obtained.
Images can also be produced at other wavelengths, such as microwave or infrared, by using a technique known as remote scanning, which measures variations in spectral reflectance rather than patterns of light and shadow. Remote scanning aids such disparate fields as archaeology, geology, forestry, highway construction, and land conservation. The best-known remote scanners are the Landsat series of satellites, which have mapped vegetation and geological formations on the earth's surface since 1972; the French SPOT series, first launched in 1986; Magellan, which used radar to map the planet Venus (1990); Lunar Prospector, which mapped the moon's surface composition and its magnetic and gravity fields (1998); Mars Global Surveyor, which engaged in a systematic mapping of Mars (1999); and Galileo, which returned pictures of Jupiter and its major moons (1995-2003).
Bibliography
See P. R. Wolf, Elements of Photogrammetry (1983); H. Lloyd, Aerial Photography (1990); R. H. Arnold, Interpretation of Airphotos and Remotely Sensed Imagery (1995); N. Henbest, The Planets: Portraits of New Worlds (1995); E. D. Conway, An Introduction to Satellite Image Interpretation (1997); P. Taubman, Secret Empire: Eisenhower, the CIA and the Hidden Story of America's Space Espionage (2003).
(DOD, NATO) The science or art of obtaining reliable measurements from photographic images.
A stereophotographic technique for estimating body weight and parts of the body by three-dimensional measurement.
The process of making maps or surveys by the use of photographs.
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Photogrammetry is the practice of determining the geometric properties of objects from photographic images. Photogrammetry is as old as modern photography and can be dated to the mid-nineteenth century.
In the simplest example, the distance between two points that lie on a plane parallel to the photographic image plane can be determined by measuring their distance on the image, if the scale (s) of the image is known. This is done by multiplying the measured distance by 1/s.
A more sophisticated technique, called stereophotogrammetry, involves estimating the three-dimensional coordinates of points on an object. These are determined by measurements made in two or more photographic images taken from different positions (see stereoscopy). Common points are identified on each image. A line of sight (or ray) can be constructed from the camera location to the point on the object. It is the intersection of these rays (triangulation) that determines the three-dimensional location of the point. More sophisticated algorithms can exploit other information about the scene that is known a priori, for example symmetries, in some cases allowing reconstructions of 3D coordinates from only one camera position.
Photogrammetry is used in different fields, such as topographic mapping, architecture, engineering, manufacturing, quality control, police investigation, and geology, as well as by archaeologists to quickly produce plans of large or complex sites and by meteorologists as a way to determine the actual wind speed of a tornado where objective weather data cannot be obtained. It is also used to combine live action with computer-generated imagery in movie post-production; The Matrix is a good example of the use of photogrammetry in film (details are given in the DVD extras).
Algorithms for photogrammetry typically express the problem as that of minimizing the sum of the squares of a set of errors. This minimization is known as bundle adjustment and is often performed using the Levenberg–Marquardt algorithm.
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Photogrammetry uses methods from many disciplines, including optics and projective geometry. The data model on the right shows what type of information can go into and come out of photogrammetric methods.
The 3D co-ordinates define the locations of object points in the 3D space. The image co-ordinates define the locations of the object points' images on the film or an electronic imaging device. The exterior orientation of a camera defines its location in space and its view direction. The inner orientation defines the geometric parameters of the imaging process. This is primarily the focal length of the lens, but can also include the description of lens distortions. Further additional observations play an important role: With scale bars, basically a known distance of two points in space, or known fix points, the connection to the basic measuring units is created.
Each of the four main variables can be an input or an output of a photogrammetric method.
Photogrammetry has been defined by the American Society for Photogrammetry and Remote Sensing (ASPRS) as the art, science, and technology of obtaining reliable information about physical objects and the environment through processes of recording, measuring and interpreting photographic images and patterns of recorded radiant electromagnetic energy and other phenomena.[1]
Photogrammetric data with dense range data from scanners complement each other. Photogrammetry is more accurate in the x and y direction while range data is generally more accurate in the z direction. This range data can be supplied by techniques like LiDAR, laser scanners (using time of flight, triangulation or interferometry), white-light digitizers and any other technique that scans an area and returns x, y, z coordinates for multiple discrete points (commonly called "point clouds"). Photos can clearly define the edges of buildings when the point cloud footprint can not. It is beneficial to incorporate the advantages of both systems and integrate them to create a better product.
A 3D visualization can be created by georeferencing the aerial photos and LiDAR data in the same reference frame, orthorectifying the aerial photos, and then draping the orthorectified images on top of the LiDAR grid. It is also possible to create digital terrain models and thus 3D visualisations using pairs (or multiples) of aerial photographs or satellite (e.g. SPOT satellite imagery). Techniques such as adaptive least squares stereo matching are then used to produce a dense array of correspondences which are transformed through a camera model to produce a dense array of x, y, z data which can be used to produce digital terrain model and orthoimage products. Systems which use these techniques, e.g. the ITG system, were developed in the 1980s and 1990s but have since been supplanted by LiDAR and radar-based approaches, although these techniques may still be useful in deriving elevation models from old aerial photographs or satellite images.
This method is commonly employed in collision engineering, especially with automobiles. When litigation for accidents occurs and engineers need to determine the exact deformation present in the vehicle, it is common for several years to have passed and the only evidence that remains is crime scene photographs taken by the police. Photogrammetry is used to determine how much the car in question was deformed, which relates to the amount of energy required to produce that deformation. The energy can then be used to determine important information about the crash (such as the velocity at time of impact).
| Standalone / Plugin | Specialisation | Automatic modelling | Scalability | Data source | Inception | Vendor / creator | Guide price | Link | |
|---|---|---|---|---|---|---|---|---|---|
| Pixdim | Plugin | 100% | Yes | Yes, 1, 2 and multiple images | Images | - | Qualup SAS | $1100 | http://www.pixdim.com/ |
| RhinoPhoto | Plugin | 100% | Yes | Yes, multiple images | Images | - | Qualup SAS | $1100 | http://www.rhinophoto3d.com/ |
| PhotoSculpt | Standalone | 100% | Yes | No, 2 images only | Images | - | Hippolyte Mounier | $99 | http://www.photosculpt.net/ |
| PhotoModeler | Standalone | 100% | Yes | Yes, multiple images | Images | 1994 | Eos Systems | $1145 | http://www.photomodeler.com |
| 4e Software | Standalone | 100% | Yes | Yes, multiple images | Images | 2012 | 4e | $1000 | http://www.4e.es |
| ImageModeler | Standalone | 100% | No | Yes, multiple images | Images | 2009 | Autodesk | Subscription benefit | http://usa.autodesk.com/adsk/servlet/pc/index?id=11390028&siteID=123112 |
| 3D VIA | Standalone | 100% | No | Yes | Images | Example | Example | Example | http://www.3dvia.com/ |
| Match Photo | Plugin / feature | 100% | No | Yes, multiple images | Images | - | Example | http://sketchup.google.com/support/bin/answer.py?answer=94919 | |
| PhotoSketch | - | - | - | - | - | - | Brainstorm Technology LLC | $350 | http://www.brainstormllc.com/ |
| 3D pup-up | Standalone | 100% | No | Single image | Image | 2005 | Carnegie Mellon University | non commercial | http://www.cs.uiuc.edu/homes/dhoiem/projects/popup/index.html |
| Yodel | Standalone | 100% | Limited | Yes, multiple images | Images | 2011 | Lidar Pacific Corporation | $499 | http://www.yodel3d.com |
| VideoTrace | Tethered Beta | 100% | No | Yes, multiple images | Images/Video | 2011 | Australian Center for Visual Technology (AVCT),PunchCard | Beta Tester Only | http://punchcard.com.au/wordpress/ |
| 123D Catch (Beta) | Standalone | 100% | Yes | Yes, multiple images | Images/Video | 2011 | Autodesk | Free download | http://www.123dapp.com/catch |
| Hypr3D | Standalone | 100% | Yes | Yes, multiple images | Images/Video | 2010 | Viztu Technologies | Free, web-based | https://www.hypr3d.com/ |
| ELCOVISION 10 | Standalone/Plugin | 100% | Yes | Yes, multiple images | Images | 1986 | PMS AG / Leica Geosystems | 2000 | http://www.elcovision.com/ |
| PhotoScan | Standalone/Plugin | 100% | Semi-automatic | Yes, multiple images | Images | 2010 | Ocali, Inc. | $999 | http://www.Tgi3D.com/ |
| My3DScanner | Standalone | - | Yes | Yes, multiple images | Images | 2010? | My3DScanner | Free/web-based | http://www.my3dscanner.com/ |
| PHOV | Standalone | 100% | Yes | Yes, multiple images | Images | 2010 | XLAB | Free/web-based | http://phov.eu |
| Enwaii | Standalone/Maya Plugin | 100% | No | Yes, multiple images | Images/Video/Lidar | 2008 | Banzai Pipeline Ltd | NC | http://www.enwaii.com |
| Look up photogrammetry in Wiktionary, the free dictionary. |
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