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Surveying

Surveying
For a tacheometer the additive and multi-plying constants are respectively

100 and 0
0 and 100
100 and 100
0 and 0

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Surveying
When a star is between the pole and the horizon, the relationship between latitude (λ), zenith distance (z) and declination δ, is

θ = δ - z
θ = (z + δ) - 180°
θ = z + δ
θ = 180° - (z + δ)

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Surveying
In observations of equal precision, the most probable values of the observed quantities are those that render the sum of the squares of the residual errors a minimum, is the fundamental principle of

D'Alembert's method
Gauss' Mid Latitude formula
Legendre's method
Least square method

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Surveying
The point on the photograph where bisector between the vertical line through optical centre of the camera lens and the plate perpendicular meets, is known as

Principal point
Plumb point
Isocenter
Perspective centre

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Surveying
At upper culmination, the pole star moves

Westward
Southward
Northward
Eastward

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Surveying
Detailed plotting is generally done by

resection
radiation
traversing
All of these

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