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Surveying

Surveying
The solar tidal force divided by lunar tidal force is

5/4
1/2
1/3
3/4

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Surveying
In the quadrantal bearing system, a whole circle bearing of 293° 30′ can be expressed as

S113°30’N
N23°30’W
W23°30’N
N66°30’W

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Surveying
Different grades are joined together by a

Compound curve
Transition curve
Vertical curve
Reverse curve

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Surveying
If θ and δ be the latitude of an observer and declination of a heavenly body respectively, the upper culmination of the body will be south of zenith if its zenith distance, is

θ + δ
θ - δ
½ (θ - δ)
δ - θ

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Surveying
The station which is selected close to the main triangulation station, to avoid intervening obstruction, is not known as

Pivot station
Eccentric station
Satellite station
False station

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Surveying
The parallax equation Δp = BmΔh/H - h is applicable to entire overlap of the photographs only if parallax is measured

Normal to base line
Parallel to base line
Neither (A) nor (B)
Both (A) and (B)

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