Civil Engineering (CE) Exam > Civil Engineering (CE) Tests > Test: Tides, Triangulation, Astronomy & Photogrammetric Surveying - 1 - Civil Engineering (CE) MCQ
Test: Tides, Triangulation, Astronomy & Photogrammetric Surveying - 1 - Civil Engineering (CE) MCQ
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10 Questions MCQ Test - Test: Tides, Triangulation, Astronomy & Photogrammetric Surveying - 1
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Test: Tides, Triangulation, Astronomy & Photogrammetric Surveying - 1 - Question 1
For a circumpolar star, declination must be
Test: Tides, Triangulation, Astronomy & Photogrammetric Surveying - 1 - Question 2
For a star at its upper transit, the local sidereal time is equal to
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Test: Tides, Triangulation, Astronomy & Photogrammetric Surveying - 1 - Question 3
The limiting minimum declination of a circumpolar star having latitude 40° N is
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Test: Tides, Triangulation, Astronomy & Photogrammetric Surveying - 1 - Question 4
The relationship between tropical year TY and sidereal year SY is
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Test: Tides, Triangulation, Astronomy & Photogrammetric Surveying - 1 - Question 5
Which one of the following indicates the correct relationship between the flying height (H), the focal length (f), the air base (B) and the photographic base (b)?
Test: Tides, Triangulation, Astronomy & Photogrammetric Surveying - 1 - Question 6
Satellite station S is established during a triangulation survey as shown in fig.
The angle α is equal to
Test: Tides, Triangulation, Astronomy & Photogrammetric Surveying - 1 - Question 7
Which of the following statements about photogrammetric surveying is correct?
Test: Tides, Triangulation, Astronomy & Photogrammetric Surveying - 1 - Question 8
Consider the following statements associated with triangulation survey
1. In triangulation survey unknown distances between stations are determined using tacheometric relations.
2. The triangulation station at which astronomical observations are made for azimuths are called Laplace stations
3. In tertiary triangulation, the length of the sides is in the range of 10 to 25 km
4. The length of the base line in primary triangulation is 8 to 12 km
Of these statements
Test: Tides, Triangulation, Astronomy & Photogrammetric Surveying - 1 - Question 9
Given that for a triangulation survey
D = distance in km
h = the visible horizon from a station of known elevation above the datum (in metres) if there is no obstruction due to intervening ground, then h is equal to
Test: Tides, Triangulation, Astronomy & Photogrammetric Surveying - 1 - Question 10
The sun’s declination remains north in the period between
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Tides, Triangulation, Astronomy & Photogrammetric Surveying - 1 MCQs with Answers
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