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An ideal transition curve is
Pantagraph is used for
If the angular measurements of a traverse are more precise than its linear measurements; balancing of the traverse; is done by
The branch of surveying in which both horizontal and vertical positions of a point; are determined by making instrumental observations; is known
In levelling operation
If the rate of gain of radial acceleration is 0.3 m per sec3 and full centrifugal ratio is developed. On the curve the ratio of the length of the transition curve of same radius on road and railway; is
The angle between two plane mirrors of optical square; is
The latitude of a traverse leg is obtained by multiplying its length by
For a curve of radius 100 m and normal chord 10 m; the Rankine's deflection angle; is
A uniform slope was measured by the method of stepping. If the difference in level between two points is 1.8 m and the slope distance between them is 15 m; the error is approximately equal to
In optical reading instruments
For setting out a simple curve; using two theodolites.
Geodetic surveying is undertaken
The desired sensitivity of a bubble tube with 2 mm divisions is 30". The radius of the bubble tube should be
A dumpy level was set up at the midpoint between two pegs A and B; 50 m apart and the staff readings at A and B were 1.22 and 1.06. With the level set up a A; the readings at A and B were 1.55 and 1.37. The collimation error per 100 m length of sight is
Keeping the instrument height as 1 m; length of staff 4 m; the up gradient of the ground 1 in 10; the sight on the up slope must be less than
True meridian of different places
Pick up the correct statement from the following :
Two hill tops A and B 20 km apart are intervened by a third top C. If the top most contour of the three hill tops are of the same value; state whether the line of sight AB
The diaphragm of a stadia theodolite is fitted with two additional
Centering error of a theodolite produces an error
In levelling operation
Pick up the correct statement from the following :
The operation of making the algebraic sum of latitudes and departures of a closed traverse; each equal to zero; is known
Orientation of a plane table by solving two point problem is only adopted when
A back sight
The sum of the interior angles of a geometrical figure laid on the surface of the earth differs from that of the corresponding plane figure only to the extent of one second for every
The systematic errors which persist and have regular effects in the performance of a survey operation; are due to
The best method of interpolation of contours; is by
Pick up the correct specification of Ramsden eyepiece from the following :
Deviation of the actual road gradient from the proposed contou'r gradient up hill side; involves
Measuring with a 30 m chain; 0.01 m too short; introduces
Setting out a curve by two theodolite method; involves
When the bubble of the level tube of a level; remains central
Pick up the correct statement from the following :
The vertical angle between longitudinal axis of a freely suspended magnetic needle and a horizontal line at its pivot; is known
A relatively fixed point of known elevation above datum; is called
Cross hairs in surveying telescopes; are fitted
Metric chains are generally available in
On a diagonal scale; it is possible to read up to
Plotting of inaccessible points on a plane table; is done by
A dumpy level is set up with its eye-piece vertically over a peg A. The height from the top of peg A to the centre of the eye-piece is 1.540 m and the reading on peg B is 0.705 m. The level is then setup over B. The height of the eye-piece above peg B is 1.490 m and a reading on A is 2.195 m. The difference in level between A and B is