A near-vertical aerial photograph taken with a 152.916-mm-focal-length camera contains images of four ground control points A through D. Refined photo coordinates and ground control coordinates (in a local vertical system) of the four points are listed in the following table. Calculate the exterior orientation parameters w, 6, K, X1, Y1, and Z, for this photograph.

A near-vertical aerial photograph taken with a 152.916-mm-focal-length camera contains images of four ground control points A through D. Refined photo coordinates and ground control coordinates (in a local vertical system) of the four points are listed in the following table. Calculate the exterior orientation parameters w, 6, K, X1, Y1, and Z, for this photograph.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Select all of the following that is true about Auxiliary Views. Group of answer choices Auxiliary…

A: Answer (1) Auxiliary views are 90 degree rotations of an inclined edge(representing an inclined…

Q: Under what circumstances would you consider using LiDAR instead of more traditional ground surveying…

A: LiDAR - Light detection and ranging or laser imaging, detection, and ranging is a method for…

Q: The vertical photograph was exposed with a 50 cm focal length camera at a flying height of 5,000…

A: Focal length f=50 cm = 0.50 m, Flying height H=5000 m, Photo scale S=1:2500, To Find- The elevation…

Q: What are the reasons that cause errors in a horizontal angle?

A: Horizontal angle : Horizontal angle is the measure of an angle between two lines originating from…

Q: What is the aeroplane flying height to obtain the average scale of the photograph equal to 1/7200?…

A: Given data: The average scale of the photograph, S = 1/7200 Ground surface elevations vary 160 m to…

Q: A distance ab on a vertical photograph is 65.0 mm, and the corresponding ground distance AB is 1153…

A: Given data, Photo distance = 65 mm Ground distance = 1153 m Camera focal length = 153.19 mm Flying…

Q: To determine the elevation of a detail point, a total station was set up on a traverse station known…

A: orthometric height = 9.456 mreflector with rod = 1.45 mvertical angle = 94.1258 degreehorizontal…

Q: A vertical photograph is taken at an altitude of 1200 m 'above mean sea level' (a.m.s.l) of a…

Q: A line of sight taken to any point to determine its elevation is called:

A: Bench Mark is a point of known elevation . All elevation to be measured by taking refrence from…

Q: The elevation of point A is at 1200' above sea level. What is the elevation of point B if the flying…

A: Scale (s) = 1200/12000 = 1/10

Q: If a plus sight of 1.097 m is taken on BM A, elevation 305.348 m, and a minus sight of 0.832 m is…

A: Given: The back sight on A is 1.097 m. The elevation is 305.348 m. The foresight on X is 0.832 m.

Q: In trignometric leveling, correction for curvature and refraction is negligible if O the slope…

Q: There are two points, A and B, whose elevations above datum are h=1380 ft and hg=930 ft and whose…

Q: There are two points, A and B, whose elevations above datum are hд = 1610 ft and hß = 1425 ft and…

Q: 4. In figure 1, direct and reverse directions observed with a total station instrument from A to…

Concept explainers

Photogrammetry

Photogrammetry is a technology of taking measurements of physical objects present in the environment, using photographs. It includes the process of recording and analyzing a three-dimension image in the two-dimension form. Photogrammetry was invented around 150 years ago in 1851 by Aimé Laussedat, he was also known as the father of photogrammetry, but this method was not in use until 50 years after its invention. This method was first used in Germany by Dr. Albrecht Meydenbauer in 1893 who was the director of the Royal Prussian Photogrammetric institute founded by him.

Question

A near-vertical aerial photograph taken with a 152.916-mm-focal-length camera contains images of
four ground control points A through D. Refined photo coordinates and ground control coordinates (in
a local vertical system) of the four points are listed in the following table. Calculate the exterior
orientation parameters w, 6, K, X,, Y1, and Z, for this photograph.
Photo Coordinates
Ground Control Coordinates
Point
X, mm
y, mm
X, m
Y, m
Z, m
A
86.421
-83.977
1,268.102 1,455.027
22.606
-100.916
92.582
732.181
545.344
22.299
C
-98.322
-89.161
1,454.553
731.666
22.649
78.812
98.123
545.245
1,268.232
22.336

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 6 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

I need the answer as soon as possible
2. Given: Shaded area below Find: Product of inertia with respect to x- and y-axis (Ixy) y %3D 63+3
A drone is equipped with a small format digital camera that has an APS-H sensor (see image) and a focal length of f = 13 mm. The flying height H’ over an approximately flat terrain is 1500 m. Two stereopairs are to be captured with 65% overlap at the same flying height. See example image below. What is the area of overlap on the ground in square meters?
3
In geodetic survey higher accuracy is achieved, if * Angles between the curved lines are treated as plane angles None of these Curvature of the earth surface is taken into account Curvature of the earth surface is ignored
Which of the following co-ordinates are not the same for all observers? options: Right Ascention Altitude Azimuth Declination
There are two points, A and B, whose elevations above datum are h4 = 1380 ft and hp = 930 ft. and whose images a and b on a vertical photograph have photo coordinates a = 2.95 in.. y = 2.32 in. z = -1.64 in., and 3 = -2.66 in. The camera focal length was 152.4 mm and the flying height above datum 7800 ft. Part A On the same photograph, an image d of a third point D appears. Its elevation is hp 1290 ft and its photo coordinates are zd=2.72 in. and yu = 3.09 in. Calculate the area, in acres, of triangle ABD Express your answer to four significant figures. ΤΕΙ ΑΣΦ area= Submit Provide Feedback Request Answer ^ C PEX ? ac. Next >
Augmented reality tools allows teams to visualize the design in real-world context True False 49°F Sunny QC
Can you please solve the problem on the picture and explain how you did it. THis is a land survey homework problem. The bearing to the backsight is N65°W. The turning (horizontal) angle to a topographic shot is 173°. What is the bearing to said topographic shot?
Compare and contrast the pseudornage and carrier phase offset observation schemes. Which is more accurate?
Question No 1: Classify the y-coordinate of the centroid of the shaded area. Analyze_the shift of values of centroid if the angle in shaded region becomes 30 degrees, 15 degrees respectively. 17" 60°| 60° 13" 3" 15" 15"
What error in horizontal angles is consistent with the following linear precisions?1>5000, 1>20,000, 1>50,000, and 1>100,000