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Recent activity in Geomatics Engineering
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1 answer
GATE Civil 2026 Set 2 | Question: 16
Which one of the following statements is TRUE with respect to levelling survey?A level surface at all points is normal to the direction of the force of gravity.Two level ...
Narayana_Kalisetti
39
points
answered
Jun 28
Geomatics Engineering
gatecivil-2026-set2
geomatics-engineering
+
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0
0 votes
0
0 answers
GATE Civil 2026 Set 2 | Question: 52
Interior angles measured at the locations of a closed traverse $\text{ABCDA}$ are given in table below.\[\begin{array}{|c|c|}\hline\text{Location} & \text{Interior angle}...
Shri 1
65
points
edited
Mar 16
Geomatics Engineering
gatecivil-2026-set2
numerical-answers
geomatics-engineering
+
–
0
0 votes
0
0 answers
GATE Civil 2026 Set 2 | Question: 31
For the traverse given below, the benchmark is at ground point $\text{L}$. The Reduced Level (RL) of $\text{L}$ is $150.000$ m. The direction of the traverse is from $\te...
Shri 1
65
points
edited
Mar 16
Geomatics Engineering
gatecivil-2026-set2
geomatics-engineering
numerical-answers
+
–
0
0 votes
0
0 answers
GATE Civil 2026 Set 2 | Question: 25
A tourist visiting a city holds a map prepared at a scale of $1: 25000$. The tourist measures the distance between place $\text{A}$ and place $\text{B}$ in the city as $1...
Shri 1
65
points
edited
Mar 16
Geomatics Engineering
gatecivil-2026-set2
numerical-answers
geomatics-engineering
+
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0
0 votes
0
0 answers
GATE Civil 2026 Set 1 | Question: 33
Locations $P$ and $Q$ are separated by a wide valley. The difference in levels of locations $P$ and $Q$ measured by a levelling instrument stationed near $P$ is $3.0$ m. ...
Shri 1
65
points
edited
Mar 14
Geomatics Engineering
gatecivil-2026-set1
geomatics-engineering
+
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0
0 votes
0
0 answers
GATE Civil 2026 Set 1 | Question: 25
The height of the plane of collimation of a levelling instrument is $100.000$ m from a datum. The levelling instrument measures a Back Sight of $1.500$ m on a vertically ...
Shri 1
65
points
edited
Mar 14
Geomatics Engineering
gatecivil-2026-set1
numerical-answers
geomatics-engineering
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0
0 votes
0
0 answers
GATE Civil 2026 Set 1 | Question: 24
A $30$ m long tape is standardized at $25^{\circ} \mathrm{C}$. It was used to measure the length of a line which came out to be $200$ m. The temperature during the measur...
Shri 1
65
points
edited
Mar 14
Geomatics Engineering
gatecivil-2026-set1
numerical-answers
geomatics-engineering
+
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0
0 votes
0
0 answers
GATE Civil 2026 Set 1 | Question: 10
The Whole Circle Bearing (WCB) of line AB is $150^{\circ}$. The length of $\text{AB}$ is $100$ m. The latitude and departure values, respectively, for this line are:$+86....
Shri 1
65
points
edited
Mar 14
Geomatics Engineering
gatecivil-2026-set1
geomatics-engineering
+
–
0
0 votes
1
1 answer
GATE Civil 2025 Set 2 | Question: 55
If the Fore Bearing of the lines $AB$ and $BC$ are $60^{\circ}$ and $122^{\circ}$, respectively, then the interior angle $\angle \mathrm{ABC}$ (in degrees) is $\_\_\_\_\_...
akshia
715
points
answered
Nov 10, 2025
Geomatics Engineering
gatecivil-2025-set2
numerical-answers
geomatics-engineering
+
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0
0 votes
0
0 answers
GATE2015-1-54
In a survey work, three independent angles $X, Y$ and $Z$ were observed with weights $W_X, W_Y, W_Z$,respectively. The weight of the sum of angles $X, Y$ and $Z$ is given...
Shubham Sharma 2
427
points
edited
Nov 4, 2025
Geomatics Engineering
gate2015-ce-1
geomatics-engineering
surveying
distance-and-angle-measurement
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0
0 votes
1
1 answer
GATE Civil 2025 Set 1 | Question: 54
In levelling between two points $A$ and $B$ on the opposite banks of a river, the readings are taken by setting the instrument both at $A$ and $B$ , as shown in the table...
akshia
715
points
answered
Oct 21, 2025
Geomatics Engineering
gatecivil-2025-set1
numerical-answers
geomatics-engineering
+
–
0
0 votes
1
1 answer
GATE Civil 2021 Set 2 | Question: 34
For a given traverse, latitudes and departures are calculated and it is found that sum of latitudes is equal to $\text{+2.1 m}$ and the sum of departures is equal to $\te...
akshia
715
points
answered
Oct 18, 2025
Geomatics Engineering
gatecivil-2021-set2
traversing-survey
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–
0
0 votes
1
1 answer
GATE Civil 2024 Set 1 | Question: 15
If the number of sides resulting in a closed traverse is increased from three to four, the sum of the interior angles increases by$90^{\circ}$$180^{\circ}$$270^{\cir...
akshia
715
points
answered
Oct 17, 2025
Geomatics Engineering
gatecivil-2024-set1
geomatics-engineering
traversing-and-triangulation-survey
+
–
0
0 votes
1
1 answer
GATE Civil 2024 Set 2 | Question: 55
Differential levelling is carried out from point $\text{P(B M}:+200.000 \mathrm{~m})$ to point $\text{R}$. The readings taken are given in the table.PointsStaff readings ...
akshia
715
points
answered
Oct 16, 2025
Geomatics Engineering
gatecivil-2024-set2
numerical-answers
geomatics-engineering
+
–
0
0 votes
1
1 answer
GATE Civil 2025 Set 1 | Question: 16
If the horizontal distance between a staff point and the point of observation is $d$, the error due to the curvature of earth is proportional to$d$$\frac{1}{d}$$d^{...
akshia
715
points
answered
Oct 10, 2025
Geomatics Engineering
gatecivil-2025-set1
geomatics-engineering
+
–
0
0 votes
1
1 answer
GATE Civil 2025 Set 1 | Question: 17
If the quadrantal bearing of a line is $\mathrm{N} 30^{\circ} \mathrm{W}$, then the whole circle bearing of the line is$120^{\circ}$$210^{\circ}$$300^{\circ}$$330^{...
akshia
715
points
answered
Oct 10, 2025
Geomatics Engineering
gatecivil-2025-set1
geomatics-engineering
numerical-answers
+
–
0
0 votes
1
1 answer
GATE Civil 2025 Set 2 | Question: 25
A surveyor measured the distance between two points on the plan drawn to a scale of $1 \mathrm{~cm}=40 \mathrm{~m}$ and the result was $468 \: \mathrm{m}$. Later, it was ...
akshia
715
points
answered
Oct 9, 2025
Geomatics Engineering
gatecivil-2025-set2
numerical-answers
geomatics-engineering
+
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0
0 votes
0
0 answers
GATE Civil 2025 Set 1 | Question: 25
Road $A$ and Road $B$ are joined by a circular horizontal curve of radius $200 \: \mathrm{m}$ as shown in the figure. Road $A$ and Road $B$ are tangential to the curve at...
Misbah Ghaya
5.7k
points
edited
Apr 30, 2025
Geomatics Engineering
gatecivil-2025-set1
numerical-answers
geomatics-engineering
geometry
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0
0 votes
0
0 answers
GATE Civil 2024 Set 2 | Question: 22
To finalize the direction of a survey, four surveyors set up a theodolite at a station $\mathrm{P}$ and performed all the temporary adjustments. From the station $\mathrm...
Arjun
4.6k
points
recategorized
Apr 21, 2025
Geomatics Engineering
gatecivil-2024-set2
geomatics-engineering
numerical-answers
+
–
0
0 votes
0
0 answers
GATE Civil 2024 Set 2 | Question: 21
What is the CORRECT match between the survey instruments/parts of instruments shown in the table and the operations carried out with them?\begin{array}{|l|l|}\hline ...
Arjun
4.6k
points
recategorized
Apr 21, 2025
Geomatics Engineering
gatecivil-2024-set2
geomatics-engineering
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0
0 votes
0
0 answers
GATE Civil 2024 Set 2 | Question: 20
For a reconnaissance survey, it is necessary to obtain vertical aerial photographs of a terrain at an average scale of $1: 13000$ using a camera. If the permissible...
Arjun
4.6k
points
recategorized
Apr 21, 2025
Geomatics Engineering
gatecivil-2024-set2
geomatics-engineering
numerical-answers
+
–
0
0 votes
0
0 answers
GATE Civil 2024 Set 2 | Question: 54
A child walks on a level surface from point $\text{P}$ to point $\text{Q}$ at a bearing of $30^{\circ}$, from point $\mathrm{Q}$ to point $\mathrm{R}$ at a bearing of $90...
Arjun
4.6k
points
recategorized
Apr 21, 2025
Geomatics Engineering
gatecivil-2024-set2
numerical-answers
geomatics-engineering
+
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0
0 votes
0
0 answers
GATE Civil 2024 Set 1 | Question: 35
A map is prepared with a scale of $1: 1000$ and a contour interval of $1 \mathrm{~m}$. If the distance between two adjacent contours on the map is $10 \mathrm{~mm}$...
Arjun
4.6k
points
recategorized
Apr 21, 2025
Geomatics Engineering
gatecivil-2024-set1
geomatics-engineering
numerical-answers
+
–
0
0 votes
0
0 answers
GATE Civil 2024 Set 1 | Question: 55
A bird is resting on a point $\mathrm{P}$ at a height of $8 \mathrm{~m}$ above the Mean Sea Level (MSL). Upon hearing a loud noise, the bird flies parallel to the ground ...
Arjun
4.6k
points
recategorized
Apr 21, 2025
Geomatics Engineering
gatecivil-2024-set1
numerical-answers
geomatics-engineering
+
–
0
0 votes
0
0 answers
GATE Civil 2023 Set 2 | Question: 14
The magnetic bearing of the sun for a location at noon is $ 183^{\circ} \; 30^{\prime}$. If the sun is exactly on the geographic meridian at noon, the magnetic declinatio...
Arjun
4.6k
points
recategorized
Apr 21, 2025
Geomatics Engineering
gatecivil-2023-set2
geomatics-engineering
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–
0
0 votes
0
0 answers
GATE Civil 2023 Set 2 | Question: 25
If the size of the ground area is $6 \mathrm{~km} \times 3 \mathrm{~km}$ and the corresponding photo size in the aerial photograph is $30 \mathrm{~cm} \times 15 \mathrm{~...
Arjun
4.6k
points
recategorized
Apr 21, 2025
Geomatics Engineering
gatecivil-2023-set2
geomatics-engineering
numerical-answers
+
–
0
0 votes
0
0 answers
GATE Civil 2023 Set 2 | Question: 36
A delivery agent is at a location $\mathrm{R}$. To deliver the order, she is instructed to travel to location P along straight-line paths of $\mathrm{RC}, \mathrm{CA}, \m...
Arjun
4.6k
points
recategorized
Apr 21, 2025
Geomatics Engineering
gatecivil-2023-set2
geomatics-engineering
numerical-answers
+
–
0
0 votes
0
0 answers
GATE Civil 2023 Set 1 | Question: 12
The direct and reversed zenith angles observed by a theodolite are $56^{\circ} 00^{\prime} 00^{\prime \prime}$ and $303^{\circ} 00^{\prime} 00^{\prime \prime}$, respectiv...
Arjun
4.6k
points
recategorized
Apr 21, 2025
Geomatics Engineering
gatecivil-2023-set1
geomatics-engineering
+
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0
0 votes
0
0 answers
GATE Civil 2023 Set 1 | Question: 13
A student is scanning his $10 \text { inch } \times 10 \text { inch}$ certificate at $ 600 \text { dots per inch (dpi)}$ to convert it to raster. What is the percentage r...
Arjun
4.6k
points
recategorized
Apr 21, 2025
Geomatics Engineering
gatecivil-2023-set1
geomatics-engineering
numerical-answers
+
–
0
0 votes
0
0 answers
GATE Civil 2023 Set 1 | Question: 55
Trigonometric levelling was carried out from two stations $\mathrm{P}$ and $\mathrm{Q}$ to find the reduced level ($\text{R. L.}$) of the top of hillock, as shown in the ...
Arjun
4.6k
points
recategorized
Apr 21, 2025
Geomatics Engineering
gatecivil-2023-set1
geomatics-engineering
numerical-answers
+
–
0
0 votes
0
0 answers
GATE Civil 2022 Set 2 | Question: 14
If the magnetic bearing of the Sun at a place at noon is $\text{S} \; 2^{\circ} \; \text{E},$ the magnetic declination (in $\textbf{degrees}$) at that place is$2^{\circ} ...
Arjun
4.6k
points
recategorized
Apr 21, 2025
Geomatics Engineering
gatecivil-2022-set2
geomatics-engineering
numerical-answers
+
–
0
0 votes
0
0 answers
GATE Civil 2022 Set 1 | Question: 13
An aerial photograph is taken from a flight at a height of $3.5$ $\text{km}$ above mean sea level, using a camera of focal length $152$ $\text{mm}$. If the average ground...
Arjun
4.6k
points
recategorized
Apr 21, 2025
Geomatics Engineering
gatecivil-2022-set1
geomatics-engineering
numerical-answers
+
–
0
0 votes
0
0 answers
GATE Civil 2022 Set 1 | Question: 14
A line between stations $P$ and $Q$ laid on a slope of $1$ in $5$ was measured as $350\; m$ using a $50\; m$ tape. The tape is known to be shortly by $0.1\; m$.The correc...
Arjun
4.6k
points
recategorized
Apr 21, 2025
Geomatics Engineering
gatecivil-2022-set1
geomatics-engineering
numerical-answers
+
–
0
0 votes
0
0 answers
GATE Civil 2022 Set 1 | Question: 25
The bearing of a survey line is $N31 ^{\circ} 17’W$. Its azimuth observed from north is _________________ deg. (round off to two decimal places)
Arjun
4.6k
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recategorized
Apr 21, 2025
Geomatics Engineering
gatecivil-2022-set1
numerical-answers
geomatics-engineering
+
–
0
0 votes
0
0 answers
GATE Civil 2022 Set 1 | Question: 26
The Cartesian coordinates of a point $P$ in a right-handed coordinate system are $(1, 1, 1)$. The transformed coordinates of $P$ due to a $45^{\circ}$ clockwise rotation ...
Arjun
4.6k
points
recategorized
Apr 21, 2025
Geomatics Engineering
gatecivil-2022-set1
geomatics-engineering
linear-algebra
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–
0
0 votes
0
0 answers
GATE Civil 2024 Set 1 | Question: 17
Among the following statements relating the fundamental lines of a transit theodolite, which one is CORRECT?The line of collimation must be perpendicular to the horizonta...
Misbah Ghaya
5.7k
points
recategorized
May 11, 2024
Geomatics Engineering
gatecivil-2024-set1
theodolite-survey
distance-and-angle-measurement
+
–
0
0 votes
0
0 answers
GATE Civil 2024 Set 1 | Question: 16
A surveyor observes a zenith angle of $93^{\circ} 00^{\prime} 00^{\prime \prime}$ during a theodolite survey. The corresponding vertical angle is$-03^{\circ} 00^{\prime} ...
Misbah Ghaya
5.7k
points
recategorized
May 11, 2024
Geomatics Engineering
gatecivil-2024-set1
theodolite-survey
surveying
zenith-angle
+
–
0
0 votes
0
0 answers
GATE2014-2-54
A tacheometer was placed at point $P$ to estimate the horizontal distances $PQ$ and $PR$. The corresponding stadia intercepts with the telescope kept horizontal, are $0.3...
Chandanachandu
100
points
recategorized
May 29, 2021
Geomatics Engineering
gate2014-ce-2
numerical-answers
geomatics-engineering
distance-and-angle-measurement
+
–
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 ...
Chandanachandu
100
points
recategorized
May 29, 2021
Geomatics Engineering
gate2012-ce
geomatics-engineering
levelling
+
–
0
0 votes
0
0 answers
GATE2015-2-24
In a leveling work, sum of the Back Sight (B.S.) and Force Sight (F.S.) have been found to be $3.085$ m and $5.645$ m respectively. If the Reduced Level (R.L.) of the sta...
Chandanachandu
100
points
recategorized
May 28, 2021
Geomatics Engineering
gate2015-ce-2
numerical-answers
geomatics-engineering
sight-distances
+
–
0
0 votes
0
0 answers
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$
Chandanachandu
100
points
recategorized
May 28, 2021
Geomatics Engineering
gate2015-ce-2
geomatics-engineering
principles-of-surveying
+
–
0
0 votes
0
0 answers
GATE2015-2-54
The bearings of two inaccessible stations, $S_1$ (Easting $500$ m, Northing $500$ m) and $S_2$ (Easting $600$ m, Northing $450$ m) from a station $S_3$ were observed as $...
Chandanachandu
100
points
recategorized
May 28, 2021
Geomatics Engineering
gate2015-ce-2
geomatics-engineering
bearings
independent-easting
+
–
0
0 votes
0
0 answers
GATE2015-2-55
Two Pegs A and B were fixed on opposite banks of a $50$ m wide river. The level was set up at A and the staff readings on Pegs A and B were observed as $1.350$ m and $1.5...
Chandanachandu
100
points
recategorized
May 28, 2021
Geomatics Engineering
gate2015-ce-2
numerical-answers
geomatics-engineering
pegs
staff-readings
distance-and-angle-measurement
+
–
0
0 votes
0
0 answers
GATE2015-1-24
Which of the following statements is FALSE?Plumb line is along the direction of gravityMean Sea Level (MSL) is used as a reference surface for establishing the horizontal...
Chandanachandu
100
points
edited
May 28, 2021
Geomatics Engineering
gate2015-ce-1
geomatics-engineering
levelling
mean-sea-level
+
–
0
0 votes
0
0 answers
GATE2015-1-55
In a region with magnetic declination of $2^{\circ}E$, the magnetic Fore bearing (FB) of a line $AB$ was measured as $N79^{\circ}50’E$. There was local attraction at $A$....
Chandanachandu
100
points
recategorized
May 27, 2021
Geomatics Engineering
gate2015-ce-1
geomatics-engineering
distance-and-angle-measurement
+
–
0
0 votes
0
0 answers
GATE2016-2-24
The reduced bearing of a $10 \: m$ long line is $N 30^{\circ}E$. The departure of the line is$10.00 \: m$$8.66 \: m$$7.52 \: m$$5.00 \: m$
Chandanachandu
100
points
recategorized
May 27, 2021
Geomatics Engineering
gate2016-ce-2
geomatics-engineering
distance-and-angle-measurement
+
–
0
0 votes
0
0 answers
GATE2016-2-55
A tall tower was photographed from an elevation of $700$ m above the datum. The radial distances of the top and bottom of the tower from the principal points are $112.50$...
Chandanachandu
100
points
recategorized
May 27, 2021
Geomatics Engineering
gate2016-ce-2
numerical-answers
geomatics-engineering
photogrammetry
+
–
0
0 votes
0
0 answers
GATE2016-1-24
The system that uses the Sun as a source of electromagnetic energy and records the naturally radiated and reflected energy from the object is calledGeographical Informati...
Chandanachandu
100
points
edited
May 27, 2021
Geomatics Engineering
gate2016-ce-1
geomatics-engineering
basics-of-remote-sensing
+
–
0
0 votes
0
0 answers
GATE2016-1-25
The staff reading taken on a workshop floor using a level is $0.645$ m. The inverted staff reading taken to the bottom of a beam is $2.960$ m. The reduced level of the fl...
Chandanachandu
100
points
recategorized
May 27, 2021
Geomatics Engineering
gate2016-ce-1
staff-readings
geomatics-engineering
distance-and-angle-measurement
+
–
0
0 votes
0
0 answers
GATE2016-1-55
The vertical angles subtended by the top of a tower T at two instrument stations set up at P and Q, are shown in the figure. The two stations are in line with the tower a...
Chandanachandu
100
points
recategorized
May 27, 2021
Geomatics Engineering
gate2016-ce-1
numerical-answers
geomatics-engineering
distance-and-angle-measurement
+
–
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