Satellite station
Subsidiary station
Pivot station
Main station
C. Pivot station
Altitude and azimuth system
Declination and hour angle system
Declination and right ascension system
Declination and altitude system
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
δ - θ
θ - δ
θ + δ
(θ + δ)/2
h/H f tan θ
h/H f² tan θ
h/H f² sin θ
h/H f cos θ
Planimetric control
Height control
Both planimetric and height control
None of these
Ground elevation
Flying height
Length of air base
All the above
By subtracting their longitudes if places are in the same hemisphere
By adding their longitudes if places are in the different hemispheres
By subtracting the sum of their longitudes exceeding 180° from 360° if places are in different hemispheres
All the above
58 cot α
58 tan α
58 sin α
58 cos α
fB/(H - h)
fB/(H - h)2
fB/(H + h)
fB/(H + h)2
Mean sun
First point of Aries
First point of Libra
The polar star
sin α = sin φ cosec δ
sin α = sin φ sec δ
sin α = cos φ sec δ
sin α = cos φ cosec δ
Nadir
Isocenter
Perspective centre
None of these
1000 km
800 km
600 km
500 km
10 km
25 km
30 km
50 km
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
sin a cos A
cos a sin A
tan a cot A
cot A tan a
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
The area is divided into triangular figures
Control stations are located from which detailed surveys are carried out
Sides are not measured excepting the base line
All the above
Tension = (P - Ps)L/AE
Sag = L3w²/24P² where w is the weight of tape/m
Slope = (h²/2L) + (h4/8L3) where h is height difference of end supports
All the above
f/H sec θ
f sec θ/H
f/H
f/H cos ½θ
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
δ - θ
θ - δ
θ + δ
½ (θ - δ)
Equator
Horizon
Pole
None of these
1 in 12
1 in 10
1 in 8
1 in 6
Astronomical latitude
Astronomical longitude
Astronomical bearing
All of these
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
500 m
1000 m
1500 m
2000 m
h tan α/S
h tan β/S
h (tan α + tan β)/S
h (tan α - tan β)/S
sin H = tan φ . cot δ
cos H = tan φ . cot δ
tan H = tan φ . cot δ
None of these
Is prepared, by graphical method
Is suitable for large areas with less control
Is rapid and accurate
All the above