East of observer
West of observer
North of observer
South of observer
D. South of observer
9 cos α
9 sin α
9 tan α
9 cot α
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
Every angle is less than two right angles
Sum of the three angles is equal to two right angles
Sum of the three angles less than six right angles and greater than two right angles
Sum of any two sides is greater than the third
Gauss' Mid Latitude formula
D'Alembert's method
Legendre's method
Least square method
Eastward
Westward
Northward
Southward
Parallax
Height
Parallax difference
Height difference
In truly vertical photographs without relief angles are true at the plumb point
In tilted photographs without relief, angles are true at the iso-centre
In tilled photographs with relief, angles are true at the principal point
None of these
Swing
Tilt
Tip
None of these
0.50 sq km
0.56 sq km
0.60 sq km
0.64 sq km
2 mm
4 mm
6 mm
10 mm
24 hours 10 minutes
20 hours 25 minutes
24 hours 50 minutes
23 hours 50 minutes
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°
1 minute of latitude
1 minute of longitude
1 degree of latitude
1 degree of longitude
h/H f tan θ
h/H f² tan θ
h/H f² sin θ
h/H f cos θ
30°
35°
40°
45°
Zenith
Celestial point
Nadir
Pole
22° 30'
23° 27'
23° 30'
24° 0'
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
sin H = tan φ . cot δ
cos H = tan φ . cot δ
tan H = tan φ . cot δ
None of these
Always follow some definite mathematical law
Can be removed by applying corrections to the observed values
Are also known as cumulative errors
All the above
8,000 m
10,000 m
12,000 m
14,000 m
Satellite station
Subsidiary station
Pivot station
Main station
1 m
2 m
4 m
8 m
One minute arc of the great circle passing through two points
One minute arc of the longitude
1855.109 m
All the above
Photo principal point and ground principal point
Photo isocenter and ground isocenter
Photo plumb point and ground plumb point
All the above
πR²E/90°
πR²E/180°
πR²E/270°
πR²E/360°
Equator
Terrestrial equator
0° latitude
All the above
Horizon and equator
Equator and zenith
Zenith and pole
Pole and horizon
4.4 mm
5.5 mm
6.5 mm
7.5 mm
East of observer
West of observer
North of observer
South of observer