Surveying Mcqs

Q.  Select the incorrect statement?

a. The true meridians at different places are parallel to each other
b. The true meridian at any place is not variable
c. The true meridians converge to a point in northern and southern hemispheres
d. The maps prepared by national survey departments of any country are based on true meridians


ANSWER: See Answer
 
No explanation is available for this question!
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MCQs:  In an internal focussing type of telescope, the lens provided is_______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  The rise and fall method of levelling provides a complete check on_______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  A’level line’is a______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  If a tripod settles in the interval that elapses between taking a back sight reading and the following foresight reading, then the elevation of turning point will_________________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  In the double application of principle of reversion, the apparent error is_______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  Which of the following errors cannot be eliminated by taking both face observations ?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  Theodolite is an instrument used for_________________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  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_________________? 1. altitude bubble on index frame 2. altitude bubble on index frame if it is to be used as a level 3. altitude bubble on telescope 4. altitude bubble on telescope if it is to be used as a level The correct answer is?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  Which of the following errors can be eliminated by taking mean of bot face observations ?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  The following sights are taken on a “turning point”________________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  If the R.L. of a B.M. is 100.00 m, the back- sight is 1.215 m and the foresight is 1.870 m, the R.L. of the forward station is_________________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  As applied to staff readings, the corrections for curvature and refraction are respectively The above table shows a part of a level field book. The value of X should be________________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  Refraction correction________________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  The sensitivity of a bubble tube can be increased by________________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  If the staff is not held vertical at a level¬ling station, the reduced level calculated from the observation would be_______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  Which of the following errors can be neutralised by setting the level midway between the two stations ?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  The rise and fall method_______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  The difference between a level line and a horizontal line is that_______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  With the rise of temperature, the sensitivity of a bubble tube______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  The R.L, of the point A which is on the floor is 100 m and back sight reading on A is 2.455 m. If the foresight reading on the point B which is on the ceiling is 2.745 m, the R.L. of point B will be_______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts