Exercise 1 - Photogrammetry - Spring 2008 | SURE 340, Assignments of Engineering

Material Type: Assignment; Professor: Burtch; Class: Photogrammetry; Subject: Surveying Engineering; University: Ferris State University; Term: Spring 2008;

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Uploaded on 08/07/2009

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CENTER FOR PHOTOGRAMMETRIC TRAINING
FERRIS STATE UNIVERSITY
SURE 340 - Photogrammetry Spring 2008/09
Exercise #1
1. In Photodiagram No. 1, compute the distance between points J and Z. The
“image” was captured from an aerial camera with a 5.95” focal length at a
flying height of 1,000’ above “sea level”. The elevations of the ground points
were found to be: hJ = 401’ and hZ = 287’.
2. The elevation of point M is known to be 352’. What is the height of the flagpole
on Photodiagram No.1?
3. Given a focal length of 6.50” and a flying height above “sea level” of 3,000’,
compute the tilt in Photodiagram #2.
4. What is the amount of tilt displacement for points K, L, and V?
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CENTER FOR PHOTOGRAMMETRIC TRAINING

FERRIS STATE UNIVERSITY

SURE 340 - Photogrammetry Spring 2008/

Exercise

  1. In Photodiagram No. 1, compute the distance between points J and Z. The “image” was captured from an aerial camera with a 5.95” focal length at a flying height of 1,000’ above “sea level”. The elevations of the ground points were found to be: hJ = 401’ and hZ = 287’.
  2. The elevation of point M is known to be 352’. What is the height of the flagpole on Photodiagram No.1?
  3. Given a focal length of 6.50” and a flying height above “sea level” of 3,000’, compute the tilt in Photodiagram #2.
  4. What is the amount of tilt displacement for points K, L, and V?