Triangulation surveying
Astronomical surveying
Hydrographical surveying
Photogrammetric surveying
C. Hydrographical surveying
March 21
June 21
September 21
December 22
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
Hour angle
Azimuth
Right ascension
Declination
At culmination
At elongation
Neither at culmination nor at elongation
Either at culmination or at elongation
9 cos α
9 sin α
9 tan α
9 cot α
2 mm
4 mm
6 mm
10 mm
Reduction to mean sea level
Correction for horizontal alignment
Correction for slope
All the above
0.50 sq km
0.56 sq km
0.60 sq km
0.64 sq km
0.01 second
0.001 second
0.0001 second
None of these
180° eastward
180° westward
180° east or westward
360° eastward
1 minute of latitude
1 minute of longitude
1 degree of latitude
1 degree of longitude
Sidereal time
Apparent solar time
Mean solar time
All the above
High oblique
Low oblique
Vertical
None of these
A great circle passing through the place and the poles
A great circle whose plane is perpendicular to the axis of rotation and it also passes through the place
A semi-circle which passes through the place and is terminated at the poles
An arc of the great circle which passes through the place and is perpendicular to the equator
Mean sun
True sun
Vernal equinox
All the above
sin a cos A
cos a sin A
tan a cot A
cot A tan a
Parallel lines do not appear parallel in central projection
The two sides of a road meet at the vanishing point
The lines parallel to the negative plane are projected as parallel lines
All the above
North pole
Pole star
Celestial pole
All the above
H. f
H/f
f/H
H + f
Principal point
Isocenter
Plumb point
Perspective centre
Is a good property
Is a function of tilt
Is not affected by the change of flying height between photographs
Is minimum when θ is 3°
The standard meridian
The international date line
That of Greenwich
Both (a) and (c) of above
Its altitude and azimuth
Its declination and hour angle
Its declination and right ascension
All the above
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
Eastward
Westward
Northward
Southward
Parallax
Height
Parallax difference
Height difference
Standard meridian
Greenwich meridian
Equator
180° longitude
Declination
Altitude
Zenith distance
Co-latitude
Eastward
Westward
Northward
Southward