Once
Twice
Thrice
Four times
D. Four times
29 days
29.35 days
29.53 days
30 days
Geodetic triangulation of greatest possible sides and accuracy is carried out
Primary triangles are broken down into secondary triangles of somewhat lesser accuracy
Secondary triangles are further broken into third and fourth order triangles, the points of which are used for detail surveys
All the above
The sum of the angles around a station should be 360°
The sum of the three angles of a plane triangle should be 180°
The sum of the eight angles of a braced quadrilateral should be 360°
All the above
Parallel to the principal line
Perpendicular to the principal line
Along the bisector of the angle between the principal line and a perpendicular line through principal plane
None of these
22° 30'
23° 27'
23° 30'
24° 0'
Photo plumb point
Plumb point
Nadir point
Isocenter
Is the period of time taken by the earth in making a complete rotation with reference to stars
Is slightly shorter than an ordinary solar day
Is divided into the conventional hours, minutes and seconds
All the above
500 m
1000 m
1500 m
2000 m
Optical projection
Optical mechanism projection
Mechanical projection
All the above
At culmination
At elongation
Neither at culmination nor at elongation
Either at culmination or at elongation
The length of the air base is increased
The scale of the model is altered
y-parallax is not affected
All the above
S - 90°
S - 180°
S - 270°
S - 360°
365
365.2224
365.2422
366.2422
Co-declination
Co-altitude
Co-latitude
Polar distance
The horizontal direction of the pole is called astronomical north
The angle between the direction of true north and the direction of a survey line is called astronomical bearing
The astronomical bearing is generally called azimuth
All the above
The angle between the plane of the negative and the horizontal plane containing perspective axis is the tilt of the photograph
The direction of maximum tilt is defined by the photo principal line
The principal plane is truly vertical plane which contains perspective centre as well as principal point and plumb point
All the above
10 km
25 km
30 km
50 km
Correction for refraction is always negative
Correction for parallax is always positive
Correction for semi-diameter is always negative
Correction for dip is always negative
80°
70°
60°
50°
Eastward
Westward
Northward
Southward
Visible horizon
Sensible horizon
Celestial horizon
True horizon
Opposite corners of a photograph
Nodal points of the camera lens
Corresponding points on the ground and photograph
Plumb points of stereo pair of photographs
9 cos α
9 sin α
9 tan α
9 cot α
Satellite station
Subsidiary station
Pivot station
Main station
58 cot α
58 tan α
58 sin α
58 cos α
Meridian
Vertical circle
Prime vertical
None of these
Plane surveying
Geodetic surveying
Star observations
Planet observations
sin z = sec φ . cos δ
cos z = sec φ . cos δ
tan z = sec φ . cos δ
None of these
Eastward
Westward
Northward
Southward
Vernal equinox
Autumnal equinox
Summer solstice
Winter solstice