Surveying
Polaris is usually observed for the determination of the azimuth when it is

Neither at culmination nor at elongation
At elongation
Either at culmination or at elongation
At culmination

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Surveying
Transit rule of adjusting the consecutive coordinates of a traverse is used where

linear and angular measurements of the traverse are of equal accuracy
linear measurements are more accurate than angular measurements
angular measurements are more accurate than linear measurements
All of these

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Surveying
Homologous points are

Nodal points of the camera lens
Plumb points of stereo pair of photographs
Corresponding points on the ground and photograph
Opposite corners of a photograph

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