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Recent questions tagged principles-of-surveying
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GATE Civil 2021 Set 2 | Question: 5
In general, the $\text{CORRECT}$ sequence of surveying operations is Field observations $\rightarrow$ Reconnaissance $\rightarrow$ Data analysis $\rightarrow$ Map making Data analysis $\rightarrow$ Reconnaissance $\rightarrow$ Field ... $\rightarrow$ Data analysis $\rightarrow$ Field observations $\rightarrow$ Map making
In general, the $\text{CORRECT}$ sequence of surveying operations isField observations $\rightarrow$ Reconnaissance $\rightarrow$ Data analysis $\rightarrow$ Map makin...
go_editor
5.3k
points
go_editor
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Mar 1, 2021
Geomatics Engineering
gatecivil-2021-set2
principles-of-surveying
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2
GATE Civil 2021 Set 1 | Question: 16
Which of the following is $\text{NOT}$ a correct statement? The first reading from a level station is a 'Fore Sight' Basic principle of surveying is to work from whole to parts Contours of different elevations may intersect each other in case of an overhanging cliff Planimeter is used for measuring 'area'
Which of the following is $\text{NOT}$ a correct statement?The first reading from a level station is a 'Fore Sight'Basic principle of surveying is to work from whole to p...
Arjun
13.0k
points
Arjun
asked
Feb 19, 2021
Geomatics Engineering
gatecivil-2021-set1
principles-of-surveying
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0
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3
GATE2019 CE-1: 35
A survey line was measured to be $285.5 \: m$ with a tape having a nominal length of $30 \: m$. On checking, the true length of the tape was found to be $0.05 \: m$ too short. If the line lay on a slope of $1$ in $10$, the reduced length (horizontal length) of the line for plotting of survey work would be $283.6 \: m$ $284.5 \: m$ $285.0 \: m$ $285.6 \: m$
A survey line was measured to be $285.5 \: m$ with a tape having a nominal length of $30 \: m$. On checking, the true length of the tape was found to be $0.05 \: m$ too ...
Arjun
13.0k
points
Arjun
asked
Feb 14, 2019
Geomatics Engineering
gate2019-ce-1
geomatics-engineering
principles-of-surveying
distance-measurement
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4
GATE2015-2-25
The combined correction due to curvature and refraction (in m) for a distance of $1$ km on the surface of Earth is: $0.0673$ $0.673$ $7.63$ $0.763$
The combined correction due to curvature and refraction (in m) for a distance of $1$ km on the surface of Earth is:$0.0673$$0.673$$7.63$$0.763$
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Geomatics Engineering
gate2015-ce-2
geomatics-engineering
principles-of-surveying
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0
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5
GATE2014-2-25
The survey carried out to delineate natural features, such as hills, rivers, forests and man-made features, such as towns, village, buildings, roads, transmission line, and canals is classified as engineering survey geological survey land survey topographic survey
The survey carried out to delineate natural features, such as hills, rivers, forests and man-made features, such as towns, village, buildings, roads, transmission line, a...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Geomatics Engineering
gate2014-ce-2
principles-of-surveying
geomatics-engineering
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–
0
votes
0
answers
6
GATE2014-1-55
Group I lists tool/instrument while Group II lists the method of surveying. Match the tool/instrument with the corresponding method of surveying. ... $P-2; Q-4; R-3; S-1$ $P-1; Q-2; R-4; S-3$ $P-3; Q-1; R-2; S-4$
Group I lists tool/instrument while Group II lists the method of surveying. Match the tool/instrument with the corresponding method of surveying.$\begin{array}{ll} \text...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Geomatics Engineering
gate2014-ce-1
geomatics-engineering
principles-of-surveying
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