h tan α/S
h tan β/S
h (tan α + tan β)/S
h (tan α - tan β)/S
C. h (tan α + tan β)/S
March 21
June 21
September 21
December 22
1°
2°
3°
4°
Latitudes north of the equator are taken as positive
Latitudes south of the equator are taken as negative
Longitudes east of Greenwich are taken as negative
Longitudes west of Greenwich are taken as positive
Lengths
Angles
Heights
All of these
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°
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
0.50 sq km
0.56 sq km
0.60 sq km
0.64 sq km
Apparent solar time is measured from the lower transit of the true sun
Mean solar time is measured from the lower transit of the mean sun
Sidereal time is measured from the lower transit of the first point of Aries
Sidereal time is measured from the upper transit of the first point of Aries
f tan θ
f sin θ
f cot θ
f cos θ
Isocenter
Principal point
Perspective centre
Plumb line
sin z = sec φ . cos δ
cos z = sec φ . cos δ
tan z = sec φ . cos δ
None of these
Nadir point
Iso centre
Principal point
All the above
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 H = tan φ . cot δ
cos H = tan φ . cot δ
tan H = tan φ . cot δ
None of these
80°
70°
60°
50°
If the applied tension to the tape is more than the standard, the tension correction is positive
If the applied tension to the tape is less than the standard, the tension correction is negative
If the temperature during measurement is greater than the standard temperature, the temperature correction is positive
All the above
58 mm
60 mm
62 mm
64 mm
Reduction to mean sea level
Correction for horizontal alignment
Correction for slope
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
Focal length of the camera
Overall size of the photo graphs
Percentage of overlap
All the above
sin α = sin φ cosec δ
sin α = sin φ sec δ
sin α = cos φ sec δ
sin α = cos φ cosec δ
δ - θ
θ - δ
θ + δ
½ (θ - δ)
Nadir
Isocenter
Principal point
Plumb point
Zenith
Celestial point
Nadir
Pole
April 15
June 14
September 1
All the above
i = v. t. H/f
i = v. f/t. H
i = v. t. (f/H)
i = t. H/v. f
The east point of the horizon
The west point of the horizon
The zenith point of the observer
All the above
sin a cos A
cos a sin A
tan a cot A
cot A tan a
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
80°
70°
60°
40°