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91
Two points A and B were 1000 m apart across a river. the following readings were taken with one level:
Level near station Reading on
A B
A 1.5 2.8
B 1.4 2.6
The error in the collimation adjustment of the level was + 0.002m per 100m. Determine the correction for refraction.
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Answer & Solution
Answer: Option B
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92
The line obtained on the earth's surface by intersection of an imaginery plane passing through the geographical north and sourth poles and the point of observation is . . . . . . . .
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Answer: Option A
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93
A is the compass station, bearing AE is 210° 30' and bearing AB is 132° 30'. Then angle A is equal to . . . . . . . .
Mine Surveying mcq question image
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Answer: Option C
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94
The area enclosed between the boundary lines of the sketch by average ordinate rule . . . . . . . .
Mine Surveying mcq question image
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Answer & Solution
Answer: Option A
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95
A triangle in triangulation survey is said to be well conditioned, when ti contain no angle smeller than . . . . . . . . degrees and no angle greater than . . . . . . . . degrees.
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Answer: Option B
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96
By levelling of prismatic compass, we mean . . . . . . . .
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Answer: Option B
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97
The distance measured parallel to the meridian called . . . . . . . .
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Answer: Option B
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98
The latitude of a traverse leg is obtained by multipling its length by . . . . . . . .
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Answer: Option C
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99
For setting up the theodolite, the legs of tripod should be spread, so that they make an angle of about . . . . . . . . degrees with the horizontal.
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Answer: Option C
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100
A tape of length 1 and weight 10 kg/m is suspended at its ends with a pull of p kg, the sag correction is . . . . . . . .
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Answer: Option B
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