1. Hydrographic surveys deal with the mapping of
a) large water bodies
b) heavenly bodies
c) mountaineous region
d) movement of clouds.
a) large water bodies
b) heavenly bodies
c) mountaineous region
d) movement of clouds.
a) 1/2 m
b) 1m
c) 2m
d) 3m
a) circular
b) parabolic
c) elliptical
d) none of these.
a) the eyepiece plays no part in defining the line of sight
b) the diaphragm plays no part in defining the line of sight
c) the optical centre of the objective plays no part in defining the line of sight
d) none of these.
a) is maximum if the staff is held truly normal to the line of sight.
b) is minimum if the staff is held truly normal to the line of sight.
c) decreases if the staff is tilted away from normal
d) increases if the staff is tilted towards normal.
a) 10 m
b) 25 m
c) 50 m
d) 100 m
a) 573 S/R
b) 573 R/S
c) 171.9 S/R
d) 1718.9 S/R.
a) in the plane of cross hairs
b) at the centre of the telescope
c) at the optical centre of the eye-piece
d) anywhere inside the telescope.
a) to check the accuracy of the survey
b) to take offsets for detail survey
c) to avoid long offsets from chain lines
d) to increase the number of chain lines.
a) the tangent screw enables to give small movement under conditions of smooth and positive control
b) standing on the tripod is the levelling head or trib arch
c) the levelling screws are used to tilt the instrument so that its rotation axis is truly vertical
d) all the above.
a) location of the instrument station is always distant from each of the three rays from the known points in proportion to their distances
b) when looking in the direction of each of the given points, the instrument station will be on the right side of one and left side of the other ray
c) when the instrument station is outside the circumscribing circle its location is always on the opposite side of the ray to the most distant point as the inter-section of the other two rays
d) none of these.
a) f = f1 + f2
b) f = (f1 + f2 )/2
c)
d) none of these.
a) length of the offset
b) scale of the plotting
c) importance of the features
d) general layout of the chain lines.
a)
b)
c)
d) none of these.
a) a hill
b) a depression
c) a saddle or pass
d) a river bed.
a)
b)
c)
d)
a) 25 cm
b) 50 cm
c) 75 cm
d) 100 cm
a) contour surface
b) contour gradient
c) contour line
d) none of these.
a) in the great triangle
b) outside the great triangle
c) on the circumference of the circumscribing circle
d) none of these.
a) (R - S) tan θ/2 - L/2
b) (R + S) tan θ/2 - L/2
c) (R + S) tan θ/2 + L/2
d) (R - S) tan θ/2 + L/2
a) linear measurements only
b) angular measurements only
c) both linear and angular measurements
d) all the above.
a) 10 cm
b) 20 cm
c) 30 cm
d) 40 cm
a)
b)
c)
d) none of these.
a) subtractive constant
b) multiplying constant
c) dividing constant
d) indicative constant.
a) accuracy of the work
b) method of setting out perpendiculars
c) scale of plotting
d) indefinite features to be surveyed.
a) adding 180°, if the given bearing is less than 180°
b) subtracting 180°, if the given bearing, is more than 180°
c) changing the cardinal points, i.e. substituting N for S and E for W and vice-versa
d) none of these.
a)
b)
c)
d)
a) the theodolite in which telescope can be rotated in vertical plane is called a transit
b) when the vertical circle is to the left of the telescope during observation, it is called to be in left face
c) when the vertical circle is to the right of the telescope during observation, it is called to be in right face
d) all the above.
a) chain surveying
b) compass surveying
c) plan table surveying
d) tacheometric surveying.
a) correctly focussed
b) not correctly focussed
c) said to have parallax
d) free from parallax.
a) bad
b) good
c) not reliable
d) unique.
a) magnetic bearing
b) true bearing
c) azimuth
d) reduced bearing
a) these converge to a point
b) these change due to change in time
c) these remain constant.
d) None of these.
a) the apparent error on reversal is twice the actual error
b) the correction may be made equal to half the observed discrepancy.
c) the good results may be obtained from a defective instrument by reversing and taking the mean of two erroneous results
d) all the above.
a) 2l sin2 θ/2
b) 2l cos2 θ/2
c) 2l tan2 θ/2
d) 2l cot2 θ/2.
a) by consecutive co-ordinates of each station
b) by independent co-ordinates of each station
c) by plotting included angles and scaling off each traverse leg
d) by the tangent method of plotting.
a) the distance between the zero of gradient and the foot of the staff
b) twice the distance between the zero of graduation and the foot of the staff
c) thrice the distance between the zero of graduation and the foot of the staff
d) none of the above.
a) 14.14
b) 28.28 m
c) 200 m
d) none of these.
a) 102°
b) 78°
c) 45°
d) none of these.
a) length of one side only
b) bearing of one side only
c) both length and bearing of one side
d) all the above.
a) 3.75 cm
b) 0.375 cm
c) 37.5 cm
d) 2.75 cm.
a) from part to the whole
b) from whole to the part
c) from higher level to the lower level
d) from lower level to higher level.
a) longitudinal sections are required
b) cross sections are required
c) both longitudinal and cross sections are required
d) none of these.
a) R/10
b) R/15
c) R/20
d) R/25.
a) radius of curvature of its inner surface is increased
b) diameter of the tube is increased
c) length of the vapour bubble is increased
d) both viscosity and surface tension are increased.
a) at any point between A and B
b) at the exact mid point of A and B
c) near the point A
d) near the point B.
a) 90°
b) 120°
c) 210°
d) 270°
a) 30 m
b) 25 m
c) 20 m
d) 15 m
a) Box sextant is used for the measurement of horizontal angles
b) Cross staff is used for setting out right angles
c) Gradiometer is used for setting out any required gradient
d) All the above.
a) cubic parabola
b) cubic spiral
c) clothoid spiral
d) true spiral.
a) measuring distances
b) measuring areas
c) enlarging or reducing plans
d) setting out right angles
a) Bowditch's rule
b) Transit rule
c) Empirical rule
d) all of the above.
a) tacheometry
b) tachemetry
c) telemetry
d) all the above.
a) when the instrument is being shifted, the staff must not be moved
b) when the staff is being carried forward, the instrument must remain stationary
c) both (a) and (b)
d) neither (a) nor (b).
a) 2.828
b) 3.828
c) 1.828
d) 0.828.
a) 20°
b) 30°
c) 45°
d) 60°
a) tangent of its reduced bearing
b) sign of its reduced bearing
c) cosine of its reduced bearing
d) cosecant of its reduced bearing.
a) 0°25'.95
b) 0°35'.95
c) 1°25'.53
d) 2°51'.53.
a) cumulative, + 0.11 m
b) compensating, ± 0.11 m
c) cumulative, - 0.11 m
d) none of these
a) the vertical circle is usually continuous from 0° to 359°
b) the readings increase when the telescope is elevated in the face left position
c) the readings decrease when the telescope is elevated in the face right position
d) all the above.
a) offsets from tangents are required
b) offsets from chord produced are required
c) deflection angles from Rankine's formula are required
d) none of these.
a) for production of accurate maps of wide areas
b) for developing the science of geodesy
c) for determination of accurate positions on the earth's surface of system of control points
d) all the above.
a) 13.75 m
b) 3.44 m
c) 1375 m
d) none of these.
a) 0.02 m inclined upwards
b) 0.04 m inclined downwards
c) 0.04 m inclined upward
d) none of these.
a) 25 cm
b) 20 m
c) 45 m
d) 10 m
a) converge from the south pole to the north pole
b) converge from the north pole to the south pole
c) converge from the equator to the poles
d) run parallel to each other.
a)
b)
c)
d)
a) the length of the brass handle is included in the length of chain
b) the handles are on swivel joints to prevent twisting of the chain
c) the fifth tag from either end of the chain is numbered 5
d) all the above.
a) passes clear of hill top C
b) passes below the hill top C
c) grazes the hill top C
d) none of these.
a) horizontal hairs
b) vertical hairs
c) horizontal and two vertical hairs
d) none of these.
a) in all angles equally
b) which does not vary with the direction or pointing
c) which varies with the direction of pointing and inversely with the length of sight
d) none of these.
a) if second reading is more than first, it represents a rise
b) if first reading is more than second, it represents a rise
c) if first reading is less than second, it represents a fall
d) both (b) and (c).
a)
b)
c)
d)
a) in astronomical telescope, the rays from the object after refraction at the objective are brought to a focus before entering the eyepiece to produce a real inverted image in front of the eye piece
b) in Galileo's telescope, the rays from the object get refracted at the objective and are intercepted by the eyepiece before a real image is formed
c) a line passing through the optical centre of the objective traversing through the eyepiece, is called line of sight
d) all the above.
a) balancing the sights
b) balancing the departures
c) balancing the latitudes
d) balancing the traverse.
a)
b)
c)
d) none of these.
a) saving of time is a main factor
b) better accuracy is a main factor
c) given points are inaccessible
d) none of these.
a) is always taken on a point of known elevation or can be computed
b) is added to the known level to obtain the instrument height
c) taken on an inverted staff is treated as negative
d) all the above.
a)
b)
c)
d) none of the above
a) 100 sq. km of area
b) 150 sq. km of area
c) 200 sq. km of area
d) none of these.
a) carelessness
b) faulty instrument
c) inattention
d) none of these.
a) estimation
b) graphical means
c) computation
d) all of these.
a) it consists of two equal piano convex lenses
b) the two lenses are separated by a distance equal to 2/3 of the focal length of either lens.
c) the distance between the diaphragm and the front lens of the eyepiece is kept equal to 1/4 th of the focal length of a lens so that rays from a point on the diaphragm enter the eye as a parallel beam
d) all the above.
a) bridge carrying railway below road
b) bridge carrying road below railway
c) bridge carrying road and railway at the same level
d) a level crossing.
a) embankment on the centre line
b) excavation on the centre line
c) earth work on the centre line
d) none of these.
a) positive compensating error
b) negative compensating error
c) positive cumulative error
d) negative cumulative error.
a) linear measurements only
b) angular measurements only
c) both linear and angular measurements
d) none of these.
a) line of sight is horizontal
b) axis of the telescope is horizontal
c) line of collimation is horizontal
d) geometrical axis of the telescope is horizontal.
a) the power of a lens is the reciprocal of its focal length
b) the unit of power of the lens is diopter
c) the power of two or more thin lenses in contact is the power of the combination of the lenses
d) all the above.
a) declination
b) azimuth
c) dip
d) bearing.
a) bench mark
b) datum point
c) reduced level
d) reference point.
a) in the objective glass
b) at the centre of the telescope
c) at the optical centre of the eye piece
d) in front of the eye piece.
a) 10 m and 20 m length
b) 15 m and 20 m length
c) 20 m and 30 m length
d) 25 m and 100 m length
a) one dimension
b) two dimensions
c) three dimensions
d) four dimensions.
a) intersection
b) traversing
c) radiation
d) none of these.
a) 2.900 m
b) 3.030 m
c) 0.770 m
d) 0.785 m
a) a simple curve
b) a compound curve
c) a reverse curve
d) a vertical curve.
a) resolving power
b) brightness
c) field of view
d) magnification.
a) alcohol or chloroform
b) a liquid which is very mobile
c) a liquid having low freezing point
d) all the above.
a) half the width of a strip, multiplied by the sum of two extreme offsets, twice the sum of remaining odd offsets, and thrice the sum of the even offsets
b) one third the width of a strip, multiplied by the sum of two extreme offsets, twice the sum of remaining odd offsets and four times the sum of the even offsets
c) one third the width of a strip, multiplied by the sum of two extreme offsets, four times the sum of the remaining odd offsets, and twice the sum of the even offsets
d) none of these
a) of relatively larger radius
b) of relatively smaller radius
c) flat
d) convex downwards.
a) it is provided with a better magnetic needle
b) its graduations are in whole circle bearings
c) it is provided with a prism to facilitate reading of its graduated circle
d) both (c) and (b).
a) earth's curvature
b) non-adjustment of line of collimation
c) refraction
d) non-adjustment of the bubble tube.
a) ease of reduction of observations
b) facility of holding
c) minimum effect of careless holding on the result
d) none of these.
a) the objective
b) the eye-piece
c) the objective and the eye-piece
d) none of these.
a) A level surface is perpendicular at all points to the direction of gravity
b) A level line lies in level surface
c) A horizontal surface is normal to the direction of gravity at only one point
d) All the above.
a) along the contour
b) at an angle of 45° to the contour
c) at right angles to the contour
d) none of these.
a) Fore bearing ± 90°
b) Fore bearing ± 180°
c) Fore bearing ± 360°
d) Fore bearing ± 270°
a) the objective is at a fixed distance from the diaphragm
b) the focusing is done by the sliding of a divergent lens.
c) the focusing divergent lens is situated at about the middle of the tube
d) all the above.
a) straight
b) circular
c) parabolic
d) elliptic.
a) isogon
b) agonic line
c) isoclinic line
d) none of these.
a) ∑ B.S. - ∑ F.S. = difference in R.L.S of the first station and last station
b) ∑ (R.L. + I + F.S.) - first R.L = ∑ (H.I. + No. of R.L.s.)
c) both (a) and (b) above
d) neither (a) nor (b).
a) rotation axis is vertical to the transit axis
b) transit axis is perpendicular to line of collimation
c) line of collimation sweeps out a vertical plane while the telescope is elevated or depressed
d) all the above.
a) the rotation axis is vertical
b) the trummion axis is horizontal
c) the line of collimation is perpendicular to vertical axis
d) none of the above
a) 5"
b) 10"
c) 15"
d) 20"
a) the lines of sight while observing back sight and fore sight lie in the same horizontal plane
b) the staff readings are measurements made vertically downwards from a horizontal plane
c) the horizontal plane with reference to which staff readings are taken, coincides with the level surface through the telescope axis
d) all the above.
a) less than 90°
b) more than 90° but less than 180°
c) the difference between the included angle and 180°
d) the difference between 360° and the included angle.
a) vision gets obstructed
b) chaining gets obstructed
c) both vision and chaining get obstructed
d) all the above.
a) numbers of operations involved
b) reciprocal of operations involved
c) square root of the number of operation involved
d) cube root of the number of operation involved.
a) east and west points
b) zenith and nadir points
c) north and south geographical poles
d) north and south magnetic poles.
a) sum of the smallest divisions of main and vernier scales
b) value of one division of the primary scale divided by total number of divisions of vernier scale
c) value of one division of vernier scale divided by total number of divisions of primary scale
d) none of these.
a) radiation
b) intersection
c) traversing
d) resection.
a) measuring angle of slope
b) correcting line of collimation
c) setting out right angles
d) defining natural features.
a) greater at equator than nearer the poles
b) less at equator than nearer the poles
c) less in summer than in winter
d) same at all latitudes and during different months.
a) middle station is nearest
b) middle station is farthest
c) either the right or left station is nearest
d) none of these.
a) reflection
b) refraction
c) double refraction
d) double reflection.
a) direct vernier
b) double vernier
c) retrograde vernier
d) simple vernier.
a) setting out right angles
b) measuring contour gradient
c) taking levels
d) none of these
a) point of tangency
b) point of commencement
c) point of intersection
d) mid-point of the curve
a) Align b through a and draw a ray towards c, align a through b and draw a ray towards c, finally align c through the point of intersection of the previously drawn rays
b) Align c through a and draw a ray towards b, align a through c and draw a ray towards b, finally align b through the point of intersection of the previously drawn rays
c) Align c through b and draw a ray towards a, align b through c and draw a ray towards a, finally align a, through the point of intersection of the previously, drawn rays
d) In the first two steps any two of the points may be used and a ray drawn towards the third point, which is sighted through the point of intersection of previously drawn rays in the final step.
a) 5 mm
b) 10 mm
c) 15 mm
d) 20 mm.
a) in the earth's magnetic field, a magnetic needle rests in magnetic meridian
b) the angle between the true meridian and the magnetic meridian is called magnetic variation
c) one end of the magnetic needle supported at its centre of gravity tends to dip down towards the. nearer magnetic pole of the earth
d) all the above.
a) two convex lenses short distance apart
b) two concave lenses short distance apart
c) one convex lens and one concave lens short distance apart
d) two plano-convex lenses short distance apart, with the convex surfaces facing each other.
a) decreases with decrease of slope
b) increases with increase of slope
c) decreases with increase of slope
d) decreases with decrease of weight of the chain.
a) every point of the bubble
b) either end of the bubble
c) the mid-point of the bubble
d) no where.
a) If the slope of the curve of a mass diagram in the direction of increasing abscissa is downward, it indicates an embankment
b) The vertical distance between a maximum ordinate and the next forward maximum ordinate represents the whole volume of the embankment
c) The vertical distance between a minimum ordinate and the next forward maximum ordinate represents the whole volume of a cutting
d) all the above.
a) if the image of the object does not fall on the plane of the cross-lines, parallax exists
b) parallax has nothing to do with the eyepiece
c) the eyepiece is adjusted for clear vision of the cross hairs
d) all the above.
a) the slope of the ground is less than 3°
b) to slope of the ground is say 1 in 19
c) both (a) and (b)
d) neither (a) nor (b)
a)
b)
c)
d) Δ
a) additive constant is 100, multiplying constant is zero
b) multiplying constant is 100, additive constant is zero
c) both multiplying and additive constants are 100
d) both multiplying and additive constants are 50.
a) mean areas
b) end areas
c) Prismoidal formula
d) all the above.
a) bad ranging
b) bad straightening
c) erroneous length of chain
d) sag.
a) departure of leg
b) latitude to the leg
c) co-ordinate of the leg
d) bearing of the leg.
a) N 20° E
b) N 20° W
c) N 70° W
d) S 70° E