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Recent questions in Geomatics Engineering
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GATE Civil 2012 | Question: 47
The horizontal distance between two stations P and Q is $100 \: m$. The vertical angles from P and Q to the top of a vertical tower at $T$ are $3^{\circ}$ and $5^{\circ}$...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Geomatics Engineering
gate2012-ce
geomatics-engineering
horizontal-and-vertical-curves
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–
0
0 votes
0
0 answers
GATE Civil 2012 | Question: 25
Which of the following errors can be eliminated by reciprocal measurements in differential leveling?Error due to earth’s curvatureError due to atmospheric refractionBoth ...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Geomatics Engineering
gate2012-ce
geomatics-engineering
levelling
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–
0
0 votes
0
0 answers
GATE2018 CE-2: 55
An aerial photographer of a terrain having an average elevation of $1400$ m is taken at a scale of $1:7500$. The focal length of the camera is $15$ cm. The altitude of th...
gatecse
615
points
asked
Feb 17, 2018
Geomatics Engineering
gate2018-ce-2
numerical-answers
geomatics-engineering
photogrammetry
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–
0
0 votes
0
0 answers
GATE2018 CE-2: 36
A level instrument at a height of $1.320$ m has been placed at a station having a Reduced Level (RL) of $112.565$ m. The instrument reads $-2.835$ m on a levelling staff ...
gatecse
615
points
asked
Feb 17, 2018
Geomatics Engineering
gate2018-ce-2
geomatics-engineering
total-station
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–
0
0 votes
2
2 answers
GATE2018 CE-1: 35
The following details refer to a closed traverse:LineConsecutive coordinateNorthing (m)Southing (m)Easting (m)Westing (m)PQ -$437$$173$ -QR$101$ $558$ RS$419$ $96$SP ...
gatecse
615
points
asked
Feb 17, 2018
Geomatics Engineering
gate2018-ce-1
geomatics-engineering
traversing-survey
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–
0
0 votes
0
0 answers
GATE2018 CE-1: 36
A square area (on the surface of the earth) with side $100$ m and uniform height, appears as $1 \: cm^2$ on a vertical aerial photograph. The topographic map shows that a...
gatecse
615
points
asked
Feb 17, 2018
Geomatics Engineering
gate2018-ce-1
geomatics-engineering
photogrammetry
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