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
D. All the above
Isocenter
Plumb point
Principal point
None of these
By subtracting their longitudes if places are in the same hemisphere
By adding their longitudes if places are in the different hemispheres
By subtracting the sum of their longitudes exceeding 180° from 360° if places are in different hemispheres
All the above
Zenith
Celestial point
Nadir
Pole
f/H
f/(H + h)
f/(H - h)
(H - h)/f
Elevation of the elevated pole
Declination of the observer's zenith
Angular distance along the observer's meridian between equator and the observer
All the above
10° N
50° N Latitude
Equator
5° S latitude
4000 m
5000 m
6000 m
7000 m
Do not follow any definite mathematical law
Cannot be removed by applying corrections to the observed values
Are generally small
All the above
Eastward
Westward
Northward
Southward
Positive for points above datum
Negative for points below datum
Zero for points vertically below the air station
All the above
The east point of the horizon
The west point of the horizon
The zenith point of the observer
All the above
10°
20°
30°
40°
Reduction to mean sea level
Correction for horizontal alignment
Correction for slope
All the above
When the star momentarily moves vertically
When the angle at the star of the spherical triangle is 90°
When the star's declination is greater than the observer's latitude
All the above
Greater than the longitude of the place
Less than the latitude of the place
Equal to the latitude of the place
None of these
Control points for surveys of large areas
Control points for photogrammetric surveys
Engineering works, i.e. terminal points of long tunnels, bridge abutments, etc.
All the above
1 : 10,000
1 : 15,000
1 : 20,000
1 : 30,000
Sun and moon are in line with earth
Solar tidal force acts opposite to lunar tidal force
Solar tidal force and lunar tidal force both coincide
None of these
1000 km
800 km
600 km
500 km
Triangulation surveying
Astronomical surveying
Hydrographical surveying
Photogrammetric surveying
Increases as the horizontal distance increases from the principal point
Increases as the ground elevation increases
Decreases as the flying height increases
All the above
80°
70°
60°
50°
24 %
36 %
40 %
60 %
cos δ/cos λ
cos (90° - δ)/cos (90° - λ)
sin (90° - δ)/sin (90° - λ)
tan (90° + δ)/tan (90° + λ)
0.01 second
0.001 second
0.0001 second
None of these
At culmination
At elongation
Neither at culmination nor at elongation
Either at culmination or at elongation
Declination must be 0°
Declination must be 90°
Distance from the pole must be less than the latitude of the observer
Hour angle must be 180°
Plane surveying
Geodetic surveying
Star observations
Planet observations
March 21
June 21
September 21
December 22
The measured stereoscopic base of photographs is obtained by dividing the air base in metres by the mean scale of the photograph
The difference between the absolute parallax of two points depends upon the difference in their elevations
The line joining the principal point of a photograph and the transferred principal point of the adjoining photograph, is called stereoscopic base
All the above