71.The collimation method for obtaining the reduced levels of points does not provide a check on ?
- fore sights
- back sights
- change points
- intermediate sights
72.In a prismatic compass, the zero of the graduated ring is located at ?
- north end
- south end
- east end
- west end
73.A tie line in a chain surveying ?
- checks the accuracy of the framework
- enables the surveyor to locate the interior details which are far away from the main chain lines
- fixes up the directions of all other lines
- all of the above
74.An imaginary line joining the point of intersection of the cross-hairs of the diaphragm and the optical centre of the object glass, is known as ?
- fundamental line
- axis of telescope
- axis of level tube
- line of collimation
75.An angle between the inclined line of sight and the horizontal is called ?
- direct angle
- vertical angle
- horizontal angle
- deflection
76.The method of plane tabling commonly used for establishing the instrument stations only, is a ?
- method of radiation
- method of intersection
- method of traversing
- method of resection
77.The surveying used to determine additional details such as boundaries of fields, is ?
- city surveying
- location surveying
- cadastral surveying
- topographical surveying
78.To find the true difference of level between two points, the level should be kept ?
- at either of the two points
- exactly midway between the two points
- at any point on the line joining the two points
- none of the above
79.A branch of surveying in which the horizontal and vertical distances of points are obtained instrumental observations, is known as ?
- chain surveying
- plane table surveying
- tacheometric surveying
- hydrographic surveying
80.An axis about which the telescope can be rotated in a horizontal plane, is called ?
- horizontal axis
- vertical axis
- axis of the level tube
- line of collimation.
- they are too far apart
- there are obstacles between them
- the difference in elevation between them is too great
- all of the above
- radiation
- intersection
- traversing
- resection
- the algebraic sum of latitudes should be equal to zero
- the algebraic sum of departures should be equal to zero
- the sum of northings should be equal to the sum of southings
- all of the above
- is directly proportional to
- is inversely proportional to
- varies directly as the square of
- varies inversely as the square of
- horizontal axis
- vertical axis
- axis of the level tube
- line of collimation
- canals
- highways
- railways
- all of these
- 20
- 40
- 60
- 100
- 50 to 100 km²
- 100 to 200 km²
- 200 to 250 km²
- more than 250 km²
- the latitude is positive and departure is negative
- the departure is positive and latitude is negative
- both the latitude and departure are positive
- both the latitude and departure are negative
- compass surveying
- levelling
- plane tabling
- chain surveying.
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