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Hydrographic surveys deal with the mapping of
An ideal vertical curve to join two gradients, is
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The intercept of a staff
The radius of curvature of the arc of the bubble tube is generally kept
If S is the length of a subchord and R is the radius of simple curve, the angle of deflection between its tangent and sub-chord, in minutes, is equal to
The real image of an object formed by the objective, must lie
In chain surveying tie lines are primarily provided
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One of the Lehmann's rules of plane tabling, is
The accuracy of measurement in chain surveying, does not depend upon
Closed contours of decreasing values towards their centre, represent
Diopter is the power of a lens having a focal length of
An imaginary line joining the points of equal elevation on the surface of the earth, represents
The 'fix' of a plane table station with three known points, is bad if the plane table station lies
In chain surveying field work is limited to
Two concave lenses of 60 cm focal length are cemented on either side of a convex lens of 15 cm focal length. The focal length of the combination is
One of the tacheometric constants is additive, the other constant, is
The limiting length of an offset does not depend upon
In quadrantal bearing system, back bearing of a line may be obtained from its forward bearing, by
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Pick up the method of surveying in which field observations and plotting proceed simultaneously from the following
While viewing through a level telescope and moving the eye slightly, a relative movement occurs between the image of the levelling staff and the cross hairs. The instrument is
Accuracy of 'fix' by two point problem, is
A bearing of a line is also known as
True meridians are generally preferred to magnetic meridians because
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The most reliable method of plotting a theodolite traverse, is
The difference of level between a point below the plane of sight and one above, is the sum of two staff readings and an error would be produced equal to
Offsets are measured with an accuracy of 1 in 40. If the point on the paper from both sources of error (due to angular and measurement errors) is not to exceed 0.05 cm on a scale of 1 cm = 20 m, the maximum length of offset should be limited to
The bearings of the lines AB and BC are 146° 30' and 68° 30'. The included angle ABC is
For a closed traverse the omitted measurements may be calculated
The slope correction for a length of 30 m along a gradient of 1 in 20, is
The main principle of surveying is to work
For the construction of highway (or railway)
If the radius of a simple curve is R, the length of the chord for calculating offsets by the method of chords produced, should not exceed.
The sensitiveness of a level tube decreases if
For true difference in elevations between two points A and B, the level must be set up
ABCD is a regular parallelogram plot of land whose angle BAD is 60°. If the bearing of the line AB is 30°, the bearing of CD, is
Keeping the instrument height as 1.5 m, length of staff 4 m, the slope of the ground as 1 in 10, the sight on the down-slope, must be less than
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