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Surveying

Surveying
The correction for parallax, is

- 8".8 cos α
+ 8".8 cos α
- 8".8 cos α
+ .8" sin α

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Surveying
If ‘δ’ is the declination of the Polaris and ‘λ’ is the latitude of the place, the azimuth of the Polaris, is

tan (90° + δ)/tan (90° + λ)
sin (90° - δ)/sin (90° - λ)
cos (90° - δ)/cos (90° - λ)
cos δ/cos λ

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Surveying
The two point problem and three point problem are methods of

traversing
resection
resection and orientation
orientation

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Surveying
For accurate work, the steel band should always be used in preference to chain because the steel band

is practically inextensible and is not liable to kinks when in use
can be easily repaired in the field
is easier to handle
is lighter than chain

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Surveying
The normal longitudinal overlap is generally kept

0.7
0.5
0.75
0.6

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Surveying
The angle of intersection of the two plane mirrors of an optical square is

90°
45°
30°
60°

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