Podcast
Questions and Answers
What primary factor drove the initial adoption of photogrammetry beyond France?
What primary factor drove the initial adoption of photogrammetry beyond France?
- Increased artistic expression through photography.
- Military need for small-scale maps. (correct)
- Advancements in goniometer technology.
- Demand for high resolution architectural models.
What was the defining characteristic of the phototheodolite that improved photogrammetry?
What was the defining characteristic of the phototheodolite that improved photogrammetry?
- Integration of a camera with a goniometer. (correct)
- Ability to capture color images on glass plates.
- Automated image processing capabilities.
- Use of balloons to capture high-altitude images.
What advancement directly enabled the creation of the first aerial photograph?
What advancement directly enabled the creation of the first aerial photograph?
- Use of glass plate negatives. (correct)
- Development of digital image sensors.
- Invention of lightweight drones.
- Application of kites and kite trains.
What was the main advantage of using phototheodolites over standard cameras for early photogrammetry?
What was the main advantage of using phototheodolites over standard cameras for early photogrammetry?
In what context were balloons initially used for military purposes in the U.S. Army?
In what context were balloons initially used for military purposes in the U.S. Army?
How did the requirements of cartography and architecture influence the development of photogrammetry?
How did the requirements of cartography and architecture influence the development of photogrammetry?
What role did Albrecht Meydenbauer play in the history of photogrammetry?
What role did Albrecht Meydenbauer play in the history of photogrammetry?
What key technological advancement enabled Gasper Felix Tournachon (Nadar) to capture the first aerial photo of Paris?
What key technological advancement enabled Gasper Felix Tournachon (Nadar) to capture the first aerial photo of Paris?
What is the primary advantage of using digital photogrammetric workstations compared to classical photogrammetry?
What is the primary advantage of using digital photogrammetric workstations compared to classical photogrammetry?
How does Structure from Motion (SfM) contribute to modern photogrammetry?
How does Structure from Motion (SfM) contribute to modern photogrammetry?
What is the fundamental principle behind anaglyph 3D imaging?
What is the fundamental principle behind anaglyph 3D imaging?
What is an anaglyph?
What is an anaglyph?
A researcher is studying the structural changes in a historical building using photogrammetry. Which photogrammetry type would be most suitable?
A researcher is studying the structural changes in a historical building using photogrammetry. Which photogrammetry type would be most suitable?
What is the primary way to acquire digital imagery for digital photogrammetry?
What is the primary way to acquire digital imagery for digital photogrammetry?
An urban planner needs to create a detailed 3D model of a city for urban analysis. Which photogrammetric approach would be the MOST efficient for capturing the required data?
An urban planner needs to create a detailed 3D model of a city for urban analysis. Which photogrammetric approach would be the MOST efficient for capturing the required data?
What is the purpose of the red/cyan glasses used in conjunction with anaglyph images?
What is the purpose of the red/cyan glasses used in conjunction with anaglyph images?
In Structure from Motion (SfM) and Multi-View Stereo (MVS) software, what is the primary goal of the 'Matching' procedure?
In Structure from Motion (SfM) and Multi-View Stereo (MVS) software, what is the primary goal of the 'Matching' procedure?
Which factor is LEAST critical when searching for a homologous entity on another image during the matching process in digital photogrammetry?
Which factor is LEAST critical when searching for a homologous entity on another image during the matching process in digital photogrammetry?
What is a key limitation of the 'Matching' procedure in SfM-MVS workflows?
What is a key limitation of the 'Matching' procedure in SfM-MVS workflows?
In an SfM-MVS workflow, what is the purpose of evaluating the quality of the matching process?
In an SfM-MVS workflow, what is the purpose of evaluating the quality of the matching process?
How does Structure from Motion (SfM) differ from traditional stereophotogrammetry regarding image constraints?
How does Structure from Motion (SfM) differ from traditional stereophotogrammetry regarding image constraints?
In analogue photogrammetry, what type of system is primarily used for orientation and plotting?
In analogue photogrammetry, what type of system is primarily used for orientation and plotting?
Which photogrammetry approach uses images on photographic support but performs orientation and plotting via a computer system?
Which photogrammetry approach uses images on photographic support but performs orientation and plotting via a computer system?
What defines digital photogrammetry in terms of image format and processing?
What defines digital photogrammetry in terms of image format and processing?
How does an analogue stereoplotter recreate the situation at the photo acquisition stage?
How does an analogue stereoplotter recreate the situation at the photo acquisition stage?
If you needed to create a 3D model of a historical site using photographs and wanted the most automated processing, which method would be most suitable?
If you needed to create a 3D model of a historical site using photographs and wanted the most automated processing, which method would be most suitable?
What characteristic of analytical photogrammetry distinguishes it from analogue photogrammetry?
What characteristic of analytical photogrammetry distinguishes it from analogue photogrammetry?
In the context of photogrammetry, what is the primary role of a stereoplotter?
In the context of photogrammetry, what is the primary role of a stereoplotter?
Why might a surveyor choose analytical photogrammetry over analogue photogrammetry?
Why might a surveyor choose analytical photogrammetry over analogue photogrammetry?
What is a key advantage of digital photogrammetry over both analogue and analytical methods?
What is a key advantage of digital photogrammetry over both analogue and analytical methods?
Which instrument uses a binocular eyepiece to view left and right images separately, creating a stereoscopic effect?
Which instrument uses a binocular eyepiece to view left and right images separately, creating a stereoscopic effect?
What is the primary role of homologous points in Structure from Motion (SfM)?
What is the primary role of homologous points in Structure from Motion (SfM)?
Why is the automatic determination of camera interior and exterior orientation important in SfM?
Why is the automatic determination of camera interior and exterior orientation important in SfM?
In SfM, what does a high degree of probability in the pairing of homologous points between two images indicate?
In SfM, what does a high degree of probability in the pairing of homologous points between two images indicate?
What is the significance of analyzing a large number of images (e.g., 110) in the SfM process?
What is the significance of analyzing a large number of images (e.g., 110) in the SfM process?
How does the density of homologous points affect the quality of the resulting 3D point model in SfM?
How does the density of homologous points affect the quality of the resulting 3D point model in SfM?
Which of the following best describes the key difference between an orthophoto and a rectified image?
Which of the following best describes the key difference between an orthophoto and a rectified image?
In the context of photogrammetry, what does 'interior orientation' primarily address?
In the context of photogrammetry, what does 'interior orientation' primarily address?
What is the primary purpose of using Ground Control Points (GCPs) in photogrammetry?
What is the primary purpose of using Ground Control Points (GCPs) in photogrammetry?
What geometric characteristic is preserved in a central projection, as used in photography?
What geometric characteristic is preserved in a central projection, as used in photography?
In the collinearity equations, what do the parameters X0, Y0, and Z0 represent?
In the collinearity equations, what do the parameters X0, Y0, and Z0 represent?
Which of the following image products would be most suitable for accurately measuring building footprints in an urban area?
Which of the following image products would be most suitable for accurately measuring building footprints in an urban area?
What parameters are typically provided in a camera calibration certificate?
What parameters are typically provided in a camera calibration certificate?
How does flight height (H) relative to the terrain affect the photoscale (s)?
How does flight height (H) relative to the terrain affect the photoscale (s)?
In the collinearity equations used in photogrammetry, what is the significance of the rotation matrix R (rij)?
In the collinearity equations used in photogrammetry, what is the significance of the rotation matrix R (rij)?
Why is exterior orientation necessary in photogrammetry?
Why is exterior orientation necessary in photogrammetry?
Consider a scenario where you have imagery of a perfectly flat agricultural field. Which product would be most appropriate?
Consider a scenario where you have imagery of a perfectly flat agricultural field. Which product would be most appropriate?
In the equations provided, what does the variable 'c' represent?
In the equations provided, what does the variable 'c' represent?
A photogrammetry project requires high accuracy in areas with significant elevation changes. Which processing step is most critical to ensure that the final product meets the project's accuracy requirements?
A photogrammetry project requires high accuracy in areas with significant elevation changes. Which processing step is most critical to ensure that the final product meets the project's accuracy requirements?
What key assumption is made when using a rectified image (photoplane)?
What key assumption is made when using a rectified image (photoplane)?
How do the angles omega (ω), phi (φ), and kappa (κ) relate to the exterior orientation process?
How do the angles omega (ω), phi (φ), and kappa (κ) relate to the exterior orientation process?
Flashcards
Laussedat Experiments
Laussedat Experiments
Experiments starting in 1855 that contributed to photogrammetric studies in Italy.
Projection Analogue Plotting
Projection Analogue Plotting
A method of graphically plotting that uses analogue instruments and projected images to create maps.
Small-scale military maps
Small-scale military maps
vital for military strategy and planning; often produced using aerial photography.
Phototheodolites
Phototheodolites
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Albrecht Meydenbauer
Albrecht Meydenbauer
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Phototheodolite Inclination
Phototheodolite Inclination
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US Army Balloon Corp
US Army Balloon Corp
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Gasper Felix Tournachon
Gasper Felix Tournachon
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Digital Photogrammetric Workstation
Digital Photogrammetric Workstation
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3D Anaglyph
3D Anaglyph
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Structure from Motion (SfM)
Structure from Motion (SfM)
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Meshes (Surfaces)
Meshes (Surfaces)
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Digital imagery
Digital imagery
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Automatic procedures
Automatic procedures
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Recent digital photogrammetric approaches
Recent digital photogrammetric approaches
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Classical photogrammetry
Classical photogrammetry
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Analogue Photogrammetry
Analogue Photogrammetry
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Analytical Photogrammetry
Analytical Photogrammetry
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Digital Photogrammetry
Digital Photogrammetry
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Stereoplotter
Stereoplotter
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Stereoplotter Principle
Stereoplotter Principle
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Santoni Stereocartografo 3
Santoni Stereocartografo 3
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Stereosimplex IIc
Stereosimplex IIc
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Binocular Eyepiece
Binocular Eyepiece
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Analogue Image Support
Analogue Image Support
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Digital Image Format
Digital Image Format
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Matching in Photogrammetry
Matching in Photogrammetry
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Matching Procedure Steps
Matching Procedure Steps
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Matching Considerations
Matching Considerations
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SfM-MVS Workflow
SfM-MVS Workflow
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Interior & Exterior Orientation
Interior & Exterior Orientation
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Homologous Points
Homologous Points
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Pairing Lines
Pairing Lines
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Camera Frame Representation
Camera Frame Representation
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Orthophoto
Orthophoto
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Orthophoto-mosaic
Orthophoto-mosaic
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Rectified Image/Photoplane
Rectified Image/Photoplane
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Photo-mosaic
Photo-mosaic
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Central Projection
Central Projection
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Map Projection
Map Projection
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Photo Scale
Photo Scale
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Collinearity Equations
Collinearity Equations
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Interior Orientation
Interior Orientation
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Focal Length
Focal Length
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Lens Distortion Parameters
Lens Distortion Parameters
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Repères Coordinates
Repères Coordinates
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Exterior Orientation
Exterior Orientation
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Projection Center Coordinates
Projection Center Coordinates
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Rotation Matrix Angles
Rotation Matrix Angles
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Study Notes
- These study notes cover Geomatics for Urban and Regional Analysis (2024-2025) by G. Bitelli
Basics of Photogrammetry
- Photogrammetry enables 3D surveys from 2D photographic images
- It provides vector data, 3D models, and point clouds of objects
- 3D scanning is range-based and active
- Photogrammetry is image-based and passive
- Recent years have revolutionized this technique, but the math remains the same
Object Complexity and Surveying Techniques
- Hand measurements: low complexity, small object size
- Surveying, GNSS: moderate complexity and size
- Terrestrial photogrammetry and laser scanning: high to very high complexity, spanning small to medium object sizes
- Aerial/Satellite photogrammetry and laser scanning and remote sensing : moderate to very high complexity, very large object sizes
Airborne vs Terrestrial Photogrammetry
- Airborne/aero-photogrammetry involves acquisitions from above
- It uses cameras on aircraft, helicopters, or drones
- It maps the ground from a higher position
- Almost all current maps use this type of survey
- Terrestrial (close-range) photogrammetry captures objects on or near the Earth's surface from ground-level cameras
- It is useful for architectural surveys, landslide monitoring, industrial applications, cultural heritage, and forensics
How Photogrammetry Works
- 3D coordinates of object points are determined by measurements from two or more photographic images from different viewpoints
- The images artificial stereoscopic vision using appropriate processing
- Common points on different images define a line (ray) geometrically linking the image point to the object-point
- The intersection of two or more rays determines the 3D position of the point
History of Photogrammetry
- Originally for architectural surveys, it is now used for mapping through airplane flights
- It acquires object geometric properties from photographic images
- 3D surveys now use photogrammetry at different scales
- Providing cloud points, 3D vector models, and orthophotos
Image Requirements for 3D Reconstruction
- Two or more images are needed to reconstruct the 3D ground coordinates of a point
- A single image lacks sufficient information to define the three-dimensional object's position and size
- A stereo-couple (two photos) shows the same object from two different points
- Typically a single camera takes photos in different positions and times
Mapping with Reduced 3D Model
- During reconstruction (restitution or plotting), approach the acquisition centers along their joining line to create a reduced scale 3D model
- This model will be used to produce the map
Terminology and Early Developments
- Jordan introduced the term Photogrammetry in 1876
- Studies on projective transformation preceded photography
- The use of photography as a means of measuring the territory in mind when the photographic procedure was created
- Aimé Laussedat, in 1851, began studies to replace hand-drawn perspectives with photographic ones
- In 1858 he created the first photogrammetric machine and called this process iconography
- Ignazio Porro conducted similar research using a more rigorous scientific procedure, which he defined as spherical photography
Military Influence and Early Aerial Photography
- Military interest in Laussedat's experiments quickly spread
- Small-scale military maps were very important
- The construction of phototheodolites (cameras joined to a goniometer) was a step forward
- Albrecht Meydenbauer, was the creator of architectural photogrammetry
- Nadar (Gasper Felix Tournachon) took the first aerial photo of Paris in 1858
- The US Army Balloon Corp was founded in 1861, using balloons during the American Civil War
Transition to Airplanes and Productive Exploitation
- In 1903, the Wright brothers' "Flyer" was photographed during its first extended flight
- Wilbur Wright took off for the first time in Italy in 1909 using a biplane with a 22 HP engine
- 1929: aerial photogrammetry's productive exploitation year
- Eng. Santoni's work allowed the IGM to launch a large aerial photogrammetric survey at 1:25,000 scale
- In 1948, the film camera model IV (23 x 23 cm² format) and Stereosimplex stereoplotter were presented
Analogic Stereoplotter
- The analogic stereoplotter reproduces the relative position of two plates at the photo acquisition
- The photo acquisition is reproduced by a complex mechanical-optical system
Photogrammetry Generations
- Analogue photogrammetry: images are generated on photographic support (film, slides, or printings)
- Orientation and plotting are performed by a mechanical-optical system
- Analytical photogrammetry: images are on photographic support
- Orientation and plotting are performed by a computer system
- Digital photogrammetry: images are supplied and processed in digital format
- The digital images can be directly acquired by sensors or obtained from digitization of analogue images
Digital Photogrammetric Workstations
- Use digital imagery (directly acquired or obtained by scanning a film) with automatic procedures
- Anaglyph 3D involves encoding each eye's image using different filters (usually chromatically opposite colors, typically red and cyan)
Structure from Motion (SfM) technique
- Cloud of points are produced by automatic photogrammetric processes
- Meshes (surfaces) can be realized from the point clouds
- Points are individually collimated and identified by the operator
Vector Products
- Topographic maps: 2D or 2.5D maps
- Buildings can be represented by simple boxes
- Thematic maps: information about specific territorial themes
- Height profiles: terrain height variations along a line (profile)
- 3D models of objects: geometric primitives are represented by their vertices coordinates
- Cloud of points and meshes represent the surface
Raster Products
- Orthophoto or orthophoto-plane: A photo-map where the objects are represented in their correct plane position
- Orthophoto-mosaic: Mosaic of continuous orthophotos
- Rectified image or photoplane: adoption in plane objects
- Photo-mosaic: Mosaic of rectified images
Central Projection in Photography
- A photograph realizes a central projection
- Straight lines remain straight, but lines that are parallel in reality meet
- Vertical lines remain vertical
- X, Y, Z 3D ground reference system
- x, y coordinates of the image point
Interior Orientation
- The parameters are the same for all the images if a single camera is used:
- focal length
- lens distortion
- coordinates of the repères
- Provided in the calibration certificate
Exterior Orientation
- Data differs for each image, including:
- coordinates of the projection center
- angles of the rotation matrix R (rij)
- Normally derived in indirect mode by the knowledge of the Ground Control Points coordinates
- Today they can be acquired in direct mode using on-board devices
Cartographic Production
- Mapping is today realized almost always by aerial photogrammetry
- It requires tested skills
- Production of a map requires a lot of time
Image Capturing Recommendations
- Scene objects should be well lit and avoid shadows
- Photos taken in multiple angles
- Always having the object in the image fill the frame of the camera
- A minimum of 60% of vertical overlap minimum
The Matching Procedure
- Select a single entity, search entity and then calculate its 3D location
- Stereoscopy is not required, there is not a priori constraints on the geometry and nature of the images
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