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
D. All the above
Length of the equator between their longitudes
Length of the parallel between their longitudes
Length of the arc of the great circle passing through them
None of these
Altitude and azimuth system
Declination and hour angle system
Declination and right ascension system
Declination and altitude system
Planimetric control
Height control
Both planimetric and height control
None of these
30°
35°
40°
45°
θ = z + δ
θ = δ - z
θ = 180° - (z + δ)
θ = (z + δ) - 180°
Photo plumb point
Plumb point
Nadir point
Isocenter
Triangulation surveying
Astronomical surveying
Hydrographical surveying
Photogrammetric surveying
Vernal equinox
Autumnal equinox
Summer solstice
Winter solstice
Hour angle
Azimuth
Right ascension
Declination
4000 m
5000 m
6000 m
7000 m
365
365.2224
365.2422
366.2422
1 cm
2 cm
3 cm
4 cm
Declination
Altitude
Zenith distance
Co-latitude
1°
2°
3°
4°
10 km
25 km
30 km
50 km
The standard meridian
The international date line
That of Greenwich
Both (a) and (c) of above
Is a good property
Is a function of tilt
Is not affected by the change of flying height between photographs
Is minimum when θ is 3°
Sidereal time at any instant is equal to the hour angle of the first point of Aries
Local sidereal time of any place is equal to the right ascension of its meridian
Sidereal time is equal to the right ascension of a star at its upper transit
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
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
Observation equation
Conditional equation
Normal equation
None of these
Reduction to mean sea level
Correction for horizontal alignment
Correction for slope
All the above
Mean sun
True sun
Vernal equinox
All the above
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
sin H = tan φ . cot δ
cos H = tan φ . cot δ
tan H = tan φ . cot δ
None of these
Horizon and equator
Zenith and pole
Equator and zenith
Pole and horizon
The east point of the horizon
The west point of the horizon
The zenith point of the observer
All the above
Westward from the first point of Libra
Eastward from the first point of Aeries
Westward from the first point of Aeries
Eastward from the first point of Libra
f/H sec θ
f sec θ/H
f/H
f/H cos ½θ
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