Deck 11: Surveying and Measurement Techniques: Part A
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Deck 11: Surveying and Measurement Techniques: Part A
1
A tie line in a chain surveying
A)checks the accuracy of the framework
B)enables the surveyor to locate the interior details which are far away from the main chain lines
C)fixes up the directions of all other lines
D)all of the above
A)checks the accuracy of the framework
B)enables the surveyor to locate the interior details which are far away from the main chain lines
C)fixes up the directions of all other lines
D)all of the above
enables the surveyor to locate the interior details which are far away from the main chain lines
2
Generally, the deflection angle is measured twice, once with the telescope normal and once with the telescope reversed.
True
3
Contour lines cross ridge or valley lines at
A)30°
B)45°
C)60°
D)90°
A)30°
B)45°
C)60°
D)90°
90°
4
The instrument used for setting out an offset at a right angle, is called
A)open cross-staff
B)french cross-staff
C)adjustable cross-staff
D)optical square
A)open cross-staff
B)french cross-staff
C)adjustable cross-staff
D)optical square
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5
The fundamental principle of surveying is to work from the
A)whole to the part
B)part to the whole
C)lower level to higher level
D)higher level to lower level
A)whole to the part
B)part to the whole
C)lower level to higher level
D)higher level to lower level
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6
In levelling, the effect of refraction may be taken as
A)one-half
B)one-third
C)one-fifth
D)one-seventh
A)one-half
B)one-third
C)one-fifth
D)one-seventh
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7
The latitude of a traverse line is obtained by multiplying its length with the cosine of its reduced bearing.
A)Correct
B)Incorrect
A)Correct
B)Incorrect
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8
In a whole circle system, the bearing of a line is measured
A)always clockwise from the south point of the reference meridian towards the line right round the circle
B)clockwise or anticlockwise from the east or west whichever is nearer the line towards north or south
C)clockwise or anticlockwise from the north or south whichever is nearer the line towards east or west
D)none of the above
A)always clockwise from the south point of the reference meridian towards the line right round the circle
B)clockwise or anticlockwise from the east or west whichever is nearer the line towards north or south
C)clockwise or anticlockwise from the north or south whichever is nearer the line towards east or west
D)none of the above
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9
The horizontal angle between the true meridian and magnetic meridian is known as
A)true bearing
B)dip
C)local attraction
D)magnetic declination
A)true bearing
B)dip
C)local attraction
D)magnetic declination
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10
When the magnetic bearing of the sun at noon is 185° 20', the magnetic declination will be
A)5° 20' east
B)5° 20' west
C)5° 20' north
D)5° 20' south
A)5° 20' east
B)5° 20' west
C)5° 20' north
D)5° 20' south
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11
The optical square is used to measure angles by
A)refraction
B)reflection
C)double refraction
D)double reflection
A)refraction
B)reflection
C)double refraction
D)double reflection
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12
The multiplying constant for the tacheometer is, generally, kept as
A)20
B)40
C)60
D)100
A)20
B)40
C)60
D)100
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13
The projection of a traverse line on a line parallel to the meridian is known as
A)latitude
B)departure
C)bearing
A)latitude
B)departure
C)bearing
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14
Direct ranging is possible only when the end stations are
A)close to each other
B)not more than 100 m apart
C)mutually intervisible
D)located at highest points in the sea
A)close to each other
B)not more than 100 m apart
C)mutually intervisible
D)located at highest points in the sea
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15
The index glass in an optical square is
A)wholly silvered
B)wholly unsilvered
C)one-fourth silvered and three-fourth unsilvered
D)half silvered and half unsilvered
A)wholly silvered
B)wholly unsilvered
C)one-fourth silvered and three-fourth unsilvered
D)half silvered and half unsilvered
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16
The method of intersection in plane tabling is commonly used for
A)locating the distant and inaccessible points
B)locating the broken boundaries
C)locating the points which may be used subsequently as the instrument stations
D)all of the above
A)locating the distant and inaccessible points
B)locating the broken boundaries
C)locating the points which may be used subsequently as the instrument stations
D)all of the above
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17
A scale which has a common representative fraction, but read in different measures, is called a
A)plain scale
B)diagonal scale
C)shrunk scale
D)comparative scale
A)plain scale
B)diagonal scale
C)shrunk scale
D)comparative scale
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18
When the position of a point is to be fixed most accurately, it should be located by oblique offsets.
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19
In levelling, the correction for combined curvature and refraction (in metres) is equal to
A)0.00785 D2
B)0.0785 D2
C)0.0112 D2
D)0.0673 D2
A)0.00785 D2
B)0.0785 D2
C)0.0112 D2
D)0.0673 D2
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20
In locating the details of inaccessible objects visible atleast from transit stations, the method used is
A)by angles and distances from the same station
B)by angle from one station and distance from the other station
C)by distances from two different stations
D)none of the above
A)by angles and distances from the same station
B)by angle from one station and distance from the other station
C)by distances from two different stations
D)none of the above
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21
In geodetic surveying, the curvature of the earth is taken into consideration.
A)Agree
B)Disagree
A)Agree
B)Disagree
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22
The height of instrument is the height of the centre of the telescope above the ground where the level is set up.
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23
When the image formed by the objective is not situated in the plane of cross-hairs,
A)the cross-hairs should be adjusted
B)the eye-piece should be focussed
C)the objective should be focussed
D)the parallex should be removed
A)the cross-hairs should be adjusted
B)the eye-piece should be focussed
C)the objective should be focussed
D)the parallex should be removed
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24
The magnitude of super-elevation depends upon the speed of the vehicle and the radius of the curve
A)Correct
B)Incorrect
A)Correct
B)Incorrect
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