Horizon and equator
Equator and zenith
Zenith and pole
Pole and horizon
C. Zenith and pole
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
f/H sec θ
f sec θ/H
f/H
f/H cos ½θ
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°
Gauss' Mid Latitude formula
D'Alembert's method
Legendre's method
Least square method
Reduction to mean sea level
Correction for horizontal alignment
Correction for slope
All the above
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
Aerial photographs may be either vertical or oblique
Vertical photographs are taken with the axis of camera pointing vertically downward
Vertical photographs are used for most accurate maps
All the above
1 in 12
1 in 10
1 in 8
1 in 6
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
λ = α
λ = 90° - α
λ = α - 90°
λ = 180° - α
500 m
1000 m
1500 m
2000 m
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
58 cot α
58 tan α
58 sin α
58 cos α
24 %
36 %
40 %
60 %
April 15
June 14
September 1
All the above
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
10 km
25 km
30 km
50 km
Is prepared, by graphical method
Is suitable for large areas with less control
Is rapid and accurate
All the above
Rational horizon
True horizon
Celestial horizon
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
Hour angle
Azimuth
Right ascension
Declination
Parallel to the principal line
Perpendicular to the principal line
Along the bisector of the angle between the principal line and a perpendicular line through principal plane
None of these
First point of Aeries
First point of Libra
Vernal Equinox
Both (b) and (d) of the above
0.50 sq km
0.56 sq km
0.60 sq km
0.64 sq km
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
Eastward
Westward
Northward
Southward
1°
2°
3°
4°
Optical projection
Optical mechanism projection
Mechanical projection
All the above
sin λ
cos λ
tan λ
cot λ
10°
20°
30°
40°