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
D. All the above
1000 km
800 km
600 km
500 km
Astronomical latitude
Astronomical co-latitude
Co-declination of star
Declination of star
10 km
25 km
30 km
50 km
Is the point in the celestial sphere where zero meridian crosses the celestial equator
Is usually denoted by the Greek letter γ
Is located near the very conspicuous rectangle of stars in the constellations of Pegasus and Andromeda
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
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
θ = z + δ
θ = δ - z
θ = 180° - (z + δ)
θ = (z + δ) - 180°
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
Isocenter
Principal point
Perspective centre
Plumb line
The east point of the horizon
The west point of the horizon
The zenith point of the observer
All the above
50 %
60 %
70 %
75 %
Reduction to mean sea level
Correction for horizontal alignment
Correction for slope
All the above
Principal point
Isocenter
Plumb point
Perspective centre
Lie on the parallel of the latitude
Are equidistant from the nearer pole
Are equidistant from both the poles
All the above
In truly vertical photographs without relief angles are true at the plumb point
In tilted photographs without relief, angles are true at the iso-centre
In tilled photographs with relief, angles are true at the principal point
None of these
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
Greenwich to the place
Equator to the poles
Equator to the nearer pole
None of these
f/H sec θ
f sec θ/H
f/H
f/H cos ½θ
Greater than the longitude of the place
Less than the latitude of the place
Equal to the latitude of the place
None of these
Eastward
Westward
Northward
Southward
Rotate round the North Pole
Rotate round the celestial pole
Remain always above the horizon
Are seldom seen near the pole star
Observation equation
Conditional equation
Normal equation
None of these
Sidereal time
Apparent solar time
Mean solar time
All the above
April 15
June 14
September 1
All the above
Photo plumb point
Plumb point
Nadir point
Isocenter
Refraction correction is zero when the celestial body is in the zenith
Refraction correction is 33' when the celestial body is on the horizon
Refraction correction of celestial bodies depends upon their altitudes
All the above
f/H
f/(H + h)
f/(H - h)
(H - h)/f
The standard meridian
The international date line
That of Greenwich
Both (a) and (c) of above
10°
20°
30°
40°
δ - θ
θ - δ
θ + δ
(θ + δ)/2