Case Studies: Photogrammetry & GIS Concepts
Case Study 1: Understanding Stereoscopic Coverage
Example
A photogrammetric mapping firm is hired to create a highly detailed 3D topographic map of a mountainous region.
The pilot plans a flight path to take a series of overlapping aerial photographs.
Explain why the photographs must overlap (both forward overlap and side-lap), what percentage is typically required, and how the concept of stereoscopic vision allows the firm to extract 3D elevation data from 2D images.
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Case Study 2: Choosing a GIS Data Model (Raster vs. Vector)
Example
A city planner is developing a new municipal GIS database and must decide how to store two specific datasets:
- A map of the city's underground water pipe network, including the exact location of every valve and fire hydrant.
- A continuous map of the city's surface elevation (a Digital Elevation Model, DEM).
Recommend whether each dataset should be stored using a Vector data model or a Raster data model, and justify the choice.
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Solved Problems: Photogrammetric Computations
Problem 1: Calculate Photo Scale (Basic)
Example
An aerial photograph is taken with a camera having a focal length () of .
The flying height () of the aircraft is above mean sea level (MSL).
The terrain being photographed is perfectly flat at an average elevation () of above MSL.
Calculate the exact scale () of the photograph at that terrain elevation.
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Problem 2: Calculate Flying Height from Ground Distance (Intermediate)
Example
Two distinct road intersections, A and B, are visible on an aerial photograph.
The distance between the two intersections measured directly on the photograph () is .
The true ground distance () between the two intersections is .
The camera's focal length () is .
Both intersections lie at an average elevation () of above MSL.
Determine the flying height () of the aircraft above MSL.
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Problem 3: Height from Relief Displacement (Advanced)
Example
On a truly vertical aerial photograph, a tall radio tower appears to lean outward from the center (principal point) of the photo due to relief displacement.
- The radial distance from the principal point to the bottom (base) of the tower is .
- The radial distance from the principal point to the top of the tower is .
- The flying height of the aircraft above the base of the tower () is .
Calculate the relief displacement () and use it to determine the true vertical height () of the radio tower.
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