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
B. Eastward from the first point of Aeries
Parallel projection
Orthogonal projection
Central projection
None of these
4000 m
5000 m
6000 m
7000 m
Optical projection
Optical mechanism projection
Mechanical projection
All the above
Horizon and equator
Equator and zenith
Zenith and pole
Pole and horizon
The sun's right ascension increases for 0 h to 24 h when it returns to the First point of Aries
The maximum declination of the sun increases up to 23 ½° N on about 21st June
The minimum declination of the sun is zero' on 22nd September
All the above
8,000 m
10,000 m
12,000 m
14,000 m
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
Focal length of the camera
Overall size of the photo graphs
Percentage of overlap
All the above
Gauss' Mid Latitude formula
D'Alembert's method
Legendre's method
Least square method
Rational horizon
True horizon
Celestial horizon
All the above
h/H f tan θ
h/H f² tan θ
h/H f² sin θ
h/H f cos θ
Parallel projection
Orthogonal projection
Central projection
None of these
80°
70°
60°
40°
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
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
1°
2°
3°
4°
365
365.2224
365.2422
366.2422
B = bH/f
B =f/bH
B = b/fH
B = H/bf
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
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
Meridian
Vertical circle
Prime vertical
None of these
Rotate round the North Pole
Rotate round the celestial pole
Remain always above the horizon
Are seldom seen near the pole star
Astronomical latitude
Astronomical longitude
Astronomical bearing
All of these
f tan θ
f sin θ
f cot θ
f cos θ
sin λ
cos λ
tan λ
cot λ
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
Horizon and equator
Zenith and pole
Equator and zenith
Pole and horizon
April 15
June 14
September 1
All the above
sin a cos A
cos a sin A
tan a cot A
cot A tan a
1 : 10,000
1 : 15,000
1 : 20,000
1 : 30,000