9 cos α
9 sin α
9 tan α
9 cot α
A. 9 cos α
Eastward
Westward
Northward
Southward
1 : 10,000
1 : 15,000
1 : 20,000
1 : 30,000
Ground elevation
Flying height
Length of air base
All the above
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
cos δ/cos λ
cos (90° - δ)/cos (90° - λ)
sin (90° - δ)/sin (90° - λ)
tan (90° + δ)/tan (90° + λ)
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
Refraction correction is zero when the celestial body is in the zenith
Refraction correction is 33' when the celestial body is on the horizon
Refraction correction of celestial bodies depends upon their altitudes
All the above
Northward
Southward
From south to north of the equator
From north to south of the equator
58 mm
60 mm
62 mm
64 mm
A great circle passing through the place and the poles
A great circle whose plane is perpendicular to the axis of rotation and it also passes through the place
A semi-circle which passes through the place and is terminated at the poles
An arc of the great circle which passes through the place and is perpendicular to the equator
h/H f tan θ
h/H f² tan θ
h/H f² sin θ
h/H f cos θ
Eastward
Westward
Northward
Southward
Astronomical latitude
Astronomical longitude
Astronomical bearing
All of these
The direction of the vertical, the axis of rotation of the instrument
The direction of the poles of the celestial sphere
The direction of the star from the instrument
All the above
Observation equation
Conditional equation
Normal equation
None of these
Astronomical latitude
Astronomical co-latitude
Co-declination of star
Declination of star
h tan α/S
h tan β/S
h (tan α + tan β)/S
h (tan α - tan β)/S
f sin θ
f cos θ
f tan θ
f sec θ
50 %
60 %
70 %
75 %
Photo plumb point
Plumb point
Nadir point
Isocenter
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
θ = z + δ
θ = δ - z
θ = 180° - (z + δ)
θ = (z + δ) - 180°
Nadir point
Iso centre
Principal point
All the above
Equator
Celestial equator
Ecliptic
None of these
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
fB/(H - h)
fB/(H - h)2
fB/(H + h)
fB/(H + h)2
Horizon and equator
Zenith and pole
Equator and zenith
Pole and horizon
Greenwich to the place
Equator to the poles
Equator to the nearer pole
None of these
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
22° 30'
23° 27'
23° 30'
24° 0'