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Civil Engineering · all questions

Surveying
practice.

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Which of the following errors cannot be eliminated by taking both face observations ?

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Which of the following errors can be eliminated by taking mean of bot face observations ?

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The scale of a vertical photograph of focal length ‘f’ taken from height of ‘H’ metres above M.S.L., at a point of reduced level ‘h’, is

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Perspective centre relates to

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Circumpolar stars

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The rise and fall method of levelling provides a complete check on

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Invar tapes used for measuring base lines, is made of nickel-iron alloy containing nickel

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In direct method of contouring, the process of locating or identifying points lying on a contour is called

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If altitude bubble is provided both on index frame as well as on telescope of a theodolite, then the instrument is levelled with reference to
i) altitude bubble on index frame
ii) altitude bubble on index frame if it is to be used as a level
iii) altitude bubble on telescope
iv) altitude bubble on telescope if it is to be used as a level
The correct answer is

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In the cross-section method of indirect contouring, the spacing of cross-sections depends upon
i) contour interval
ii) scale of plan
iii) characteristics of ground
The correct answer is

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Height of instrument method of levelling is

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The slotted template method

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

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The length of a parallel of λ latitude between two meridians is equal to difference in longitudes multiplied by

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The hour angle of the heavenly body for Greenwich meridian equals the hour angle of the body for any other meridian + longitude:

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Which of the following is not used in measuring perpendicular offsets ?

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The nearest star is so far away from the earth that the directions to it from two diametrically opposite points on the earth differs less than

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Right ascension of a heavenly body is its equatorial angular distance measured

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and are the angles subtended by a point of elevation h at their air station with respective plumb points. Photo scale and focal length of the lens being ‘S’ and ‘f’ respectively. Parallax displacement of the point due to relief, is

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The method of surveying by triangulation was first introduced by the Dutchman Snell in

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