
Model Question Paper - 1
Authored by ABINANDHAN S
Geography
University - Professional Development
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51 questions
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1.
MULTIPLE CHOICE QUESTION
2 mins • 1 pt
For a given traverse, latitudes and departures are calculated and it is found that sum of latitudes is equal to +2.1 m and the sum of departures is equal to -2.8 m. The length and bearing of the closing error, respectively, are
3.50 m and 53°7'48''NW
2.45 m and 53°7'48''NW
0.35 m and 53.13°SE
3.50 m and 53.13°SE
2.
MULTIPLE CHOICE QUESTION
2 mins • 1 pt
A horizontal angle θ is measured by four different surveyors multiple times and the values reported are given below.
The Most probable value of the angle θ (in degree, round off to two decimal places is _______________
12
36
28
44
3.
MULTIPLE CHOICE QUESTION
2 mins • 1 pt
A Bench Marck (BM) with Reduced Level (RL) = 155.305 m has been established at the floor of a room. It is required to find out the RL of the underside of root (R) of the room using Spirit Levelling. The Back Sight (BS) to the BM has been observed as 1.500 m whereas the Fore Sight (FS) to R has been observed as 0.575
155.88
156.23
157.38
157.86
4.
MULTIPLE CHOICE QUESTION
2 mins • 1 pt
The observed magnetic bearing of a line OE was found to be 185 °. if was later discovred that station o had a local attraction of + 1.5 ° . The true bearing of the line OE , considering a magnitice declination of 3.5°E shall be
180°
187°
190°
193°
5.
MULTIPLE CHOICE QUESTION
2 mins • 1 pt
In General, the CORRECT sequence of Surveying operations is
Field observations Reconnaissance Data Analysis Map Making
Data Analysis Reconnaissance Field Observation Map Making
Reconnaissance Field Observations Data Analysis Map Making
Reconnaissance Data Analysis Field Observations Map
6.
MULTIPLE CHOICE QUESTION
2 mins • 1 pt
The following table gives data of consecutive coordinates in respect of a closed
theodolite traverse PQRSP
2.0m and 45°
2.0m and 315°
2.82m and 315°
3.42m and 45°
7.
MULTIPLE CHOICE QUESTION
2 mins • 1 pt
The plan of a map was photocopied to a reduced size such that a line originally
100 mm, measures 90 mm. The original scale of the plan was 1:1000. The revised scale is
1:900
1:11 11
1:1121
1:1221
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