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Surveying
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Question
If a linear traverse follows a sharp curve round a large lake where it is difficult to have long legs, the accuracy of the traverse may be improved by
Options
A. taking short legs
B. making repeated observations of angular and linear measurements
C. making a subsidiary traverse to determine the length of a long leg
D. all the above.
Correct Answer
making a subsidiary traverse to determine the length of a long leg
Surveying problems
Search Results
1. Accidental or compensating errors of length
L
are proportional to
Options
A.
L
B.
L
C.
D. 1/
L
.
Show Answer
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Discuss
Correct Answer:
L
2. You have to observe an included angle with better accuracy than what is achievable by a vernier, you will prefer the method of
Options
A. repetition
B. reiteration
C. double observations
D. exactness.
Show Answer
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Correct Answer: repetition
3. If
L
is the specified length of a tape,
L
1
its actual length and
S
the measured distance, then, the true distance is given by the formula,
Options
A.
B.
C.
D.
.
Show Answer
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Discuss
Correct Answer:
4. The conventional sign shown in below figure represents a
Options
A. road bridge
B. railway bridge
C. canal bridge
D. aquaduct.
Show Answer
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Correct Answer: road bridge
5. Subtense tacheometry is generally preferred to if ground is
Options
A. flat
B. undulating
C. mountaineous
D. deserts.
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Correct Answer: undulating
6. The operation of resection involves the following steps
rough orientation of the plane table
the three lines form a triangle of error
drawing lines back through the three control points
select a point in the triangle of error such that each ray is equally rotated either clockwise or anti clockwise
the points obtained by three rays is the correct location.
The correct sequence is
Options
A. 1, 3, 2, 4, 5
B. 1, 2, 3, 4, 5
C. 1, 4, 3, 2, 5
D. 1, 4, 2, 3, 5
Show Answer
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Correct Answer: 1, 3, 2, 4, 5
7. Pick up the correct statement from the following
Options
A. 1 second of arc corresponds to a displacement ratio of 1:206, 300
B. 1 degree of arc corresponds to a displacement ratio of 1:57
C. the angular errors tend to propagate themselves along a traverse as the square root of the number of stations
D. the errors arising from the linear measures tend to be roughly proportional to the lengths of the lines
E. all the above.
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Correct Answer: all the above.
8. Check lines (or proof lines) in Chain Surveying, are essentially required
Options
A. to plot the chain lines
B. to plot the offsets
C. to indicate the accuracy of the survey work
D. to increase the out-turn
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Correct Answer: to indicate the accuracy of the survey work
9. The distance between terminal points computed from a subsidiary traverse run between them, is generally known, as
Options
A. traverse leg
B. a base
C. traverse base
D. all the above.
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Correct Answer: traverse base
10. A sewer is laid from a manhole
A
to a manhole
B
, 250 m away along a gradient of 1 in 125. If the reduced level of the invert at
A
is 205.75 m and the height of the boning rod is 3 m, the reduced level of the sight rail at
B
, is
Options
A. 208.75 m
B. 202.75 m
C. 206.75 m
D. 211.75 m
Show Answer
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Correct Answer: 206.75 m
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