Question 1:
Which of the following errors cannot be eliminated by taking both face observations ?
A.
error due to horizontal axis not being perpendicular to the vertical axis
B.
index error i.e. error due to imperfect adjustment of the vertical circle vernier
C.
error due to non-parallelism of the axis of telescope level and line of collimation
D.
none of the above
Answer: _________
Question 2:
Which of the following errors can be eliminated by taking mean of bot face observations ?
A.
error due to imperfect graduations
B.
error due to eccentricity of verniers
C.
error due to imperfect adjustment of plate levels
D.
error due to line of collimation not being perpendicular to horizontal axis
Answer: _________
Question 3:
The scale of a vertical photograph of focal length ‘f’ taken from height of ‘H’ metres above M.S.L., at a point of reduced level ‘h’, is
A.
$$frac{{ ext{f}}}{{ ext{H}}}$$
B.
$$frac{{ ext{f}}}{{{ ext{H}} + { ext{h}}}}$$
C.
$$frac{{ ext{f}}}{{{ ext{H}} - { ext{h}}}}$$
D.
$$frac{{{ ext{H}} - { ext{h}}}}{{ ext{f}}}$$
Answer: _________
Question 4:
Perspective centre relates to
A.
Parallel projection
B.
Orthogonal projection
C.
Central projection
D.
None of these
Answer: _________
Question 5:
Circumpolar stars
A.
Rotate round the North Pole
B.
Rotate round the celestial pole
C.
Remain always above the horizon
D.
Are seldom seen near the pole star
Answer: _________
Question 6:
The rise and fall method of levelling provides a complete check on
A.
backsight
B.
intermediate sight
C.
foresight
D.
all of the above
Answer: _________
Question 7:
Invar tapes used for measuring base lines, is made of nickel-iron alloy containing nickel
A.
24 %
B.
36 %
C.
40 %
D.
60 %
Answer: _________
Question 8:
In direct method of contouring, the process of locating or identifying points lying on a contour is called
A.
ranging
B.
centring
C.
horizontal control
D.
vertical control
Answer: _________
Question 9:
If altitude bubble is provided both on index frame as well as on telescope of a theodolite, then the instrument is levelled with reference to i) altitude bubble on index frame ii) altitude bubble on index frame if it is to be used as a level iii) altitude bubble on telescope iv) altitude bubble on telescope if it is to be used as a level The correct answer is
A.
only (i)
B.
both (i) and (iv)
C.
only (iii)
D.
both (ii) and (iii)
Answer: _________
Question 10:
In the cross-section method of indirect contouring, the spacing of cross-sections depends upon i) contour interval ii) scale of plan iii) characteristics of ground The correct answer is
A.
only (i)
B.
(i) and (ii)
C.
(ii) and (iii)
D.
(i), (ii) and (iii)
Answer: _________
Question 11:
Benchmark is established by
A.
hypsometry
B.
barometric levelling
C.
spirit levelling
D.
trigonometrical levelling
Answer: _________
Question 12:
The normal longitudinal overlap is generally kept
A.
50 %
B.
60 %
C.
70 %
D.
75 %
Answer: _________
Question 13:
The difference of parallax for a given difference in elevation is independent of
A.
Focal length of the camera
B.
Overall size of the photo graphs
C.
Percentage of overlap
D.
All the above
Answer: _________
Question 14:
If the focal length of the object glass is 25 cm and the distance from object glass to the trunnion axis is 15 cm, the additive constant is
A.
0.1
B.
0.4
C.
0.6
D.
1.33
Answer: _________
Question 15:
Latitude of a place is the angular distance from
A.
Greenwich to the place
B.
Equator to the poles
C.
Equator to the nearer pole
D.
None of these
Answer: _________
Question 16:
If $$alpha $$, H, A and $$delta $$ be the altitude, hour angle, azimuth and declination of a circumpolar star at its elongation, in latitude $$lambda $$, the following relation holds good
A.
$$cos { ext{H}} = frac{{ an lambda }}{{ an delta }}$$
B.
$$sin alpha = frac{{sin lambda }}{{sin delta }}$$
C.
$$sin { ext{A}} = frac{{cos delta }}{{cos lambda }}$$
D.
All the above
Answer: _________
Question 17:
The latitude (λ) of a place and the altitude (α) of the pole are related by
A.
λ = α
B.
λ = 90° - α
C.
λ = α - 90°
D.
λ = 180° - α
Answer: _________
Question 18:
The foot of the perpendicular on the picture plane through the optical centre of the camera lens, is known as
A.
Isocenter
B.
Principal point
C.
Perspective centre
D.
Plumb line
Answer: _________
Question 19:
Pick up the incorrect statement from the following. High oblique photographs
A.
May have tilt up to 30°
B.
May include the image of the horizon
C.
May not include the image of the horizon
D.
None of these
Answer: _________
Question 20:
Parallax bar measures
A.
Parallax
B.
Height
C.
Parallax difference
D.
Height difference
Answer: _________
Question 21:
Triangulation surveys are carried out for providing
A.
Planimetric control
B.
Height control
C.
Both planimetric and height control
D.
None of these
Answer: _________
Question 22:
The point at which sun's declination changes from north to south, is known as
A.
First point of Aeries
B.
First point of Libra
C.
Vernal Equinox
D.
Both (B) and (C) of the above
Answer: _________
Question 23:
Contour interval is
A.
The vertical distance between two consecutive contours
B.
The horizontal distance between two consecutive contours
C.
The vertical distance between two points on same contour
D.
The horizontal distance between two points on same contour
E.
Inversely proportional to the scale of the map
F.
Directly proportional to the flatness of ground
G.
Larger for accurate works
H.
Larger if the time available is more
Answer: _________
Question 24:
If ‘f’ is the focal length of the camera lens and ‘θ’ is the angle of tilt, the distance of the plumb point from the principal point will be
A.
f sin θ
B.
f cos θ
C.
f tan θ
D.
f sec θ
Answer: _________
Question 25:
Pick up the incorrect statement from the following. In a spherical triangle
A.
Every angle is less than two right angles
B.
Sum of the three angles is equal to two right angles
C.
Sum of the three angles less than six right angles and greater than two right angles
D.
Sum of any two sides is greater than the third
Answer: _________
Question 26:
If the image of a triangulation station of R.L. 500 m is 4 cm from the principal point of a vertical photo taken from an altitude of 2000 m, above datum, the height displacement will be
A.
2 mm
B.
4 mm
C.
6 mm
D.
10 mm
Answer: _________
Question 27:
The process of turning the telescope about the vertical axis in horizontal plane is known as
A.
transiting
B.
reversing
C.
plunging
D.
swinging
Answer: _________
Question 28:
For mapping any country
A.
Geodetic triangulation of greatest possible sides and accuracy is carried out
B.
Primary triangles are broken down into secondary triangles of somewhat lesser accuracy
C.
Secondary triangles are further broken into third and fourth order triangles, the points of which are used for detail surveys
D.
All the above
Answer: _________
Question 29:
In the prismatic compass
A.
the magnetic needle moves with the box
B.
the line of the sight does not move with the box
C.
the magnetic needle and graduated circle do not move with the box
D.
the graduated circle is fixed to the box and the magnetic needle always remains in the N-S direction
Answer: _________
Question 30:
If a star whose declination is 60° N culminates at zenith, its altitude at the lower culmination, is
A.
10°
B.
20°
C.
30°
D.
40°
Answer: _________
Question 31:
A star is said to elongate
A.
When the star momentarily moves vertically
B.
When the angle at the star of the spherical triangle is 90°
C.
When the star
D.
All the above
Answer: _________
Question 32:
If the intercept on a vertical staff is ob-served as 0.75 m from a tacheometer, the horizontal distance between tacheometer and staff station is
A.
7.5 m
B.
25 m
C.
50 m
D.
75 m
Answer: _________
Question 33:
The latitude of a place was obtained by subtracting the zenith distance of a star from its declination, the observed star was between
A.
Horizon and equator
B.
Equator and zenith
C.
Zenith and pole
D.
Pole and horizon
Answer: _________
Question 34:
The latitude of a place was obtained by subtracting the declination of a star from its zenith distance, the observed star was between
A.
Horizon and equator
B.
Zenith and pole
C.
Equator and zenith
D.
Pole and horizon
Answer: _________
Question 35:
The flying height of the camera is 1,000 m above mean ground level, the distance of the top of a building from a nadir point is 10 cm and the relief displacement of building is 7.2 mm. The height of the building, is
A.
52 m
B.
62 m
C.
72 m
D.
82 m
Answer: _________
Question 36:
The stereo plotting instruments are generally manufactured on the principle of
A.
Optical projection
B.
Optical mechanism projection
C.
Mechanical projection
D.
All the above
Answer: _________
Question 37:
The true and mean suns occupy the same meridian at the same time on
A.
April 15
B.
June 14
C.
September 1
D.
All the above
Answer: _________
Question 38:
If E is the spherical excess and R the radius of the earth, the surface area of the triangle, is
A.
$$frac{{pi {{ ext{R}}^2}{ ext{E}}}}{{{{90}^ circ }}}$$
B.
$$frac{{pi {{ ext{R}}^2}{ ext{E}}}}{{{{180}^ circ }}}$$
C.
$$frac{{pi {{ ext{R}}^2}{ ext{E}}}}{{{{270}^ circ }}}$$
D.
$$frac{{pi {{ ext{R}}^2}{ ext{E}}}}{{{{360}^ circ }}}$$
Answer: _________
Question 39:
The station which is selected close to the main triangulation station, to avoid intervening obstruction, is not known as
A.
Satellite station
B.
Eccentric station
C.
False station
D.
Pivot station
Answer: _________
Question 40:
In a spherical triangle ABC right angled at C, sin b equals to
A.
sin c sin B
B.
cos c cos B
C.
tan c tan B
D.
sin c cos B
Answer: _________
Question 41:
The length of a chain is measured from
A.
centre of one handle to centre of other handle
B.
outside of one handle to outside of other handle
C.
outside of one handle to inside of other handle
D.
inside of one handle to inside of other handle
Answer: _________
Question 42:
The nautical mile is the length of
A.
1 minute of latitude
B.
1 minute of longitude
C.
1 degree of latitude
D.
1 degree of longitude
Answer: _________
Question 43:
If the equatorial distance between two meridians is 100 km, their distance at 60° latitude will be
A.
1000 km
B.
800 km
C.
600 km
D.
500 km
Answer: _________
Question 44:
The scale of the photography taken from a height of 300 m, with a camera of focal length 15 cm, is
A.
1 : 10,000
B.
1 : 15,000
C.
1 : 20,000
D.
1 : 30,000
Answer: _________
Question 45:
In an internal focussing type of telescope, the lens provided is
A.
concave
B.
convex
C.
plano-convex
D.
plano-concave
Answer: _________
Question 46:
Which of the following is not the function of levelling head ?
A.
to support the main part of the instrument
B.
to attach the theodolite to the tripod
C.
to provide a means for leveling the theodolite
D.
none of the above
Answer: _________
Question 47:
Local attraction in compass surveying may exist due to
A.
incorrect levelling of the magnetic needle
B.
loss of magnetism of the needle
C.
friction of the needle at the pivot
D.
presence of magnetic substances near the instrument
Answer: _________
Question 48:
A Nautical mile is
A.
One minute arc of the great circle passing through two points
B.
One minute arc of the longitude
C.
1855.109 m
D.
All the above
Answer: _________
Question 49:
The want of correspondence in stereo-photographs
A.
Is a good property
B.
Is a function of tilt
C.
Is not affected by the change of flying height between photographs
D.
Is minimum when θ is 3°
Answer: _________
Question 50:
If two points differing by 1° of latitude and of the same longitude is 110 km apart on the earth, then two astronomical positions on the moon is about
A.
10 km
B.
25 km
C.
30 km
D.
50 km
Answer: _________
Question 51:
With standard meridian as 82° 30' E the standard time at longitude 90° E is 8 h 30 m. The local mean time at the place will be
A.
7 h 00 m
B.
7 h 30 m
C.
8 h 00 m
D.
9 h 00 m
Answer: _________
Question 52:
In a truly vertical photograph,
A.
Principal point coincides the isocenter
B.
Iso-centre coincides the plumb point
C.
Plumb point coincides the principal point
D.
All the above
Answer: _________
Question 53:
Polaris is usually observed for the determination of the latitude when it is
A.
At culmination
B.
At elongation
C.
Neither at culmination nor at elongation
D.
Either at culmination or at elongation
Answer: _________
Question 54:
The parallax of a point on the photograph is due to
A.
Ground elevation
B.
Flying height
C.
Length of air base
D.
All the above
Answer: _________
Question 55:
To have greatest coverage of the area, the type of photography used, is
A.
High oblique
B.
Low oblique
C.
Vertical
D.
None of these
Answer: _________
Question 56:
Which of the following methods of theodolite traversing is suitable for locating the details which are far away from transit stations?
A.
Measuring angle and distance from one transit station
B.
Measuring angles to the point from at least two stations
C.
Measuring angle at one station and distance from other
D.
Measuring distance from two points on traverse line
Answer: _________
Question 57:
Horizontal distances obtained by thermometric observations
A.
require slope correction
B.
require tension correction
C.
require slope and tension corrections
D.
do not require slope and tension corrections
Answer: _________
Question 58:
A star may culminate at zenith if its declination is
A.
Greater than the longitude of the place
B.
Less than the latitude of the place
C.
Equal to the latitude of the place
D.
None of these
Answer: _________
Question 59:
Height of instrument method of levelling is
A.
more accurate than rise and fall method
B.
less accurate than rise and fall method
C.
quicker and less tedious for large number of intermediate sights
D.
none of the above
Answer: _________
Question 60:
The slotted template method
A.
Is prepared, by graphical method
B.
Is suitable for large areas with less control
C.
Is rapid and accurate
D.
All the above
Answer: _________
Question 61:
When a star is between the pole and the horizon, the relationship between latitude (λ), zenith distance (z) and declination δ, is
A.
θ = z + δ
B.
θ = δ - z
C.
θ = 180° - (z + δ)
D.
θ = (z + δ) - 180°
Answer: _________
Question 62:
The length of a parallel of λ latitude between two meridians is equal to difference in longitudes multiplied by
A.
sin λ
B.
cos λ
C.
tan λ
D.
cot λ
Answer: _________
Question 63:
The hour angle of the heavenly body for Greenwich meridian equals the hour angle of the body for any other meridian + longitude:
A.
Mean sun
B.
True sun
C.
Vernal equinox
D.
All the above
Answer: _________
Question 64:
Which of the following is not used in measuring perpendicular offsets ?
A.
line ranger
B.
steel tape
C.
optical square
D.
cross staff
Answer: _________
Question 65:
The nearest star is so far away from the earth that the directions to it from two diametrically opposite points on the earth differs less than
A.
0.01 second
B.
0.001 second
C.
0.0001 second
D.
None of these
Answer: _________
Question 66:
Right ascension of a heavenly body is its equatorial angular distance measured
A.
Westward from the first point of Libra
B.
Eastward from the first point of Aeries
C.
Westward from the first point of Aeries
D.
Eastward from the first point of Libra
Answer: _________
Question 67:
$$alpha $$ and $$x08eta $$ are the angles subtended by a point of elevation h at their air station with respective plumb points. Photo scale and focal length of the lens being ‘S’ and ‘f’ respectively. Parallax displacement of the point due to relief, is
A.
$$frac{{{ ext{h}} an alpha }}{{ ext{S}}}$$
B.
$$frac{{{ ext{h}} an x08eta }}{{ ext{S}}}$$
C.
$$frac{{{ ext{h}}left( { an alpha + an x08eta }
ight)}}{{ ext{S}}}$$
D.
$$frac{{{ ext{h}}left( { an alpha - an x08eta }
ight)}}{{ ext{S}}}$$
Answer: _________
Question 68:
The method of surveying by triangulation was first introduced by the Dutchman Snell in
A.
1600
B.
1615
C.
1630
D.
1650
Answer: _________
Question 69:
The main object of the astronomer to obtain
A.
Astronomical latitude
B.
Astronomical longitude
C.
Astronomical bearing
D.
All of these
Answer: _________
Question 70:
Stellar astronomy deals with
A.
Plane surveying
B.
Geodetic surveying
C.
Star observations
D.
Planet observations
Answer: _________
Question 71:
The line of collimation method of reduction of levels, does not provide a check on
A.
Intermediate sights
B.
Fore sights
C.
Back sights
D.
Reduced levels
Answer: _________
Question 72:
Transit rule of adjusting the consecutive coordinates of a traverse is used where
A.
linear and angular measurements of the traverse are of equal accuracy
B.
angular measurements are more accurate than linear measurements
C.
linear measurements are more accurate than angular measurements
D.
all of the above
Answer: _________
Question 73:
The moon rotates round the earth once in every
A.
29 days
B.
29.35 days
C.
29.53 days
D.
30 days
Answer: _________
Question 74:
The height displacement on a vertical photograph
A.
Increases as the horizontal distance increases from the principal point
B.
Increases as the ground elevation increases
C.
Decreases as the flying height increases
D.
All the above
Answer: _________
Question 75:
The chord of a curve less than peg interval, is known as
A.
Small chord
B.
Sub-chord
C.
Normal chord
D.
Short chord
Answer: _________
Question 76:
The angle between the axis of earth and the vertical at the station of observation is called
A.
Astronomical latitude
B.
Astronomical co-latitude
C.
Co-declination of star
D.
Declination of star
Answer: _________
Question 77:
Pick up the correct statement from the following:
A.
The vertical plane containing the zenith, the station of observation and the celestial pole is the observer's meridian plane
B.
The angle between the direction of star in vertical plane and the direction of the star in horizontal plane is called the altitude of the star
C.
The complement of the altitude of star is called the zenith distance of the star
D.
All the above
E.
Ursa Minor's remains always north of pole star
F.
Polar star remains always north of Polaris
G.
Polaris remains always north of Ursa Minor's
H.
Ursa Minor's pole star and Polaris are the names of the same star
I.
Centre of the celestial sphere is taken as the position of the observer
J.
Centre of the celestial sphere is taken as the centre of the earth
K.
Stars move and maintain their relative positions
L.
All the above
M.
If the applied tension to the tape is more than the standard, the tension correction is positive
N.
If the applied tension to the tape is less than the standard, the tension correction is negative
O.
If the temperature during measurement is greater than the standard temperature, the temperature correction is positive
P.
All the above
Q.
North end of the polar axis is known as North Pole
R.
South end of the polar axis is known as South Pole
S.
Point where polar axis when produced northward intersects the celestial sphere, is known as north celestial pole
T.
All the above
U.
The horizontal direction of the pole is called astronomical north
V.
The angle between the direction of true north and the direction of a survey line is called astronomical bearing
W.
The astronomical bearing is generally called azimuth
X.
All the above
Y.
The measured stereoscopic base of photographs is obtained by dividing the air base in metres by the mean scale of the photograph
Z.
The difference between the absolute parallax of two points depends upon the difference in their elevations
[.
The line joining the principal point of a photograph and the transferred principal point of the adjoining photograph, is called stereoscopic base
\.
All the above
].
The star's movement is apparent due to the actual steady rotation of the earth about its axis
^.
The stars move round in circular concentrated parts
_.
The centre of the circular paths of stars is the celestial pole
`.
All the above
a.
The sun's right ascension increases for 0 h to 24 h when it returns to the First point of Aries
b.
The maximum declination of the sun increases up to $$23{frac{1}{2}^ circ }$$ N on about 21 st June
c.
The minimum declination of the sun is zero on 22 nd September
d.
the maximum declination of the sun is about $$23{frac{1}{2}^ circ }$$ S on 21 st December
e.
The plane passing through the perspective centre of a stereo pair and a ground point, is known as basal plane
f.
Each pair of image points on stereo pair have their own basal plane
g.
Relative orientation means reconstructing the basal plane
h.
All the above
i.
The principal point coincides with plumb point on a true vertical photograph
j.
The top of a hill appears on a truly vertical photograph at greater distance than its bottom from the principal point
k.
The top of a hill is represented on a vertical photograph at larger scale than the area of a nearby valley
l.
All the above
m.
Aerial photographs may be either vertical or oblique
n.
Vertical photographs are taken with the axis of camera pointing vertically downward
o.
Vertical photographs are used for most accurate maps
p.
All the above
q.
One degree of longitude has greatest value at the equator
r.
One degree of longitude has greatest value at the poles
s.
One degree of longitude has the same value everywhere
t.
One degree of latitude decreases from the equator to the poles
u.
Refraction correction is zero when the celestial body is in the zenith
v.
Refraction correction is 33' when the celestial body is on the horizon
w.
Refraction correction of celestial bodies depends upon their altitudes
x.
All the above
y.
Sidereal time at any instant is equal to the hour angle of the first point of Aries
z.
Local sidereal time of any place is equal to the right ascension of its meridian
{.
Sidereal time is equal to the right ascension of a star at its upper transit
|.
All the above
}.
The angle between the plane of the negative and the horizontal plane containing perspective axis is the tilt of the photograph
~.
The direction of maximum tilt is defined by the photo principal line
.
The principal plane is truly vertical plane which contains perspective centre as well as principal point and plumb point
�.
All the above
Answer: _________
Question 78:
In observations of equal precision, the most probable values of the observed quantities are those that render the sum of the squares of the residual errors a minimum, is the fundamental principle of
A.
Gauss' Mid Latitude formula
B.
D'Alembert's method
C.
Legendre's method
D.
Least square method
Answer: _________
Question 79:
Assuming human normal vision distance 25 cm, smallest measurable angle 20", and intraocular distance 6.5 cm, the smallest depth to be discerned is
A.
0.1 mm
B.
0.5 mm
C.
1.00 mm
D.
1.1 mm
Answer: _________
Question 80:
If the distance between the projectors is altered by a movement along X-axis of one projector,
A.
The length of the air base is increased
B.
The scale of the model is altered
C.
y-parallax is not affected
D.
All the above
Answer: _________
Question 81:
Pick up the incorrect statement from the following:
A.
Correction for refraction is always negative
B.
Correction for parallax is always positive
C.
Correction for semi-diameter is always negative
D.
Correction for dip is always negative
E.
In truly vertical photographs without relief angles are true at the plumb point
F.
In tilted photographs without relief, angles are true at the iso-centre
G.
In tilled photographs with relief, angles are true at the principal point
H.
None of these
I.
Latitudes north of the equator are taken as positive
J.
Latitudes south of the equator are taken as negative
K.
Longitudes east of Greenwich are taken as negative
L.
Longitudes west of Greenwich are taken as positive
M.
Apparent solar time is measured from the lower transit of the true sun
N.
Mean solar time is measured from the lower transit of the mean sun
O.
Sidereal time is measured from the lower transit of the first point of Aries
P.
Sidereal time is measured from the upper transit of the first point of Aries
Answer: _________
Question 82:
The relief displacement of a building 72 m high on photograph is 7.2 mm and its top appears 10 cm away from principal point. The flying height of the camera, is
A.
500 m
B.
1000 m
C.
1500 m
D.
2000 m
Answer: _________
Question 83:
If the true bearing of a line AB is 269° 30′, then the azimuth of the line AB is
A.
0° 30′
B.
89° 30′
C.
90° 30′
D.
269° 30′
Answer: _________
Question 84:
The orthogonal projection of the perspective centre on a tilted photograph, is called
A.
Nadir
B.
Isocenter
C.
Principal point
D.
Plumb point
Answer: _________
Question 85:
The distance between the projection centre and the photograph, is called
A.
Principal distance
B.
Principal line
C.
Isocentric distance
D.
Focal length
Answer: _________
Question 86:
With the rise of temperature, the sensitivity of a bubble tube
A.
decreases
B.
increases
C.
remains unaffected
D.
none of the above
Answer: _________
Question 87:
Direct method of contouring is
A.
a quick method
B.
adopted for large surveys only
C.
most accurate method
D.
suitable for hilly terrains
Answer: _________
Question 88:
The correction applied to the measured base of length ‘L’ is
A.
Tension $$ = frac{{left( {{ ext{P}} - {{ ext{P}}_{ ext{s}}}}
ight){ ext{L}}}}{{{ ext{AE}}}}$$
B.
Sag $$ = frac{{{{ ext{L}}^3}{{ ext{w}}^2}}}{{24{{ ext{P}}^2}}}$$ xa0where w is the weight of tape/m
C.
Slope $$ = frac{{{{ ext{h}}^2}}}{{2{ ext{L}}}} + frac{{{{ ext{h}}^4}}}{{8{{ ext{L}}^3}}}$$ xa0 where h is height difference of end supports
D.
Reduction to mean sea level $$ = frac{{{ ext{Lh}}}}{{ ext{R}}}$$
Answer: _________
Question 89:
The shortest distance between two places measured along the surface of the earth, is
A.
Length of the equator between their longitudes
B.
Length of the parallel between their longitudes
C.
Length of the arc of the great circle passing through them
D.
None of these
Answer: _________
Question 90:
Longitude of a place is the angular distance between the meridian of the place and
A.
The standard meridian
B.
The International Date Line
C.
That of Greenwich
D.
Both (A) and (C) of above
Answer: _________
Question 91:
If the altitudes of a star at its upper and lower transits are 60° 30' and 19° 30' respectively, the latitude of the place, is
A.
60°
B.
35°
C.
40°
D.
45°
Answer: _________
Question 92:
The altitudes of a circumpolar star at culminations are 70° and 10°, both culminations being north of zenith. The latitude of the place, is
A.
80°
B.
70°
C.
60°
D.
40°
Answer: _________
Question 93:
Triangulation surveys are carried out for locating
A.
Control points for surveys of large areas
B.
Control points for photogrammetric surveys
C.
Engineering works, i.e. terminal points of long tunnels, bridge abutments, etc.
D.
All the above
Answer: _________
Question 94:
For plane ground the scale of a vertical photograph will be same as that of a tiled photograph along the photo parallel through
A.
Isocenter
B.
Plumb point
C.
Principal point
D.
None of these
Answer: _________
Question 95:
If the general ground level of any area is 10% of the flying height, the principal points may be used as the centers of radial directions for small scale mapping even in tilted photograph up to
A.
1°
B.
2°
C.
3°
D.
4°
Answer: _________
Question 96:
Select the correct statement.
A.
A contour is not necessarily a closed curve
B.
A contour represents a ridge line if the concave side of lower value contour lies towards the higher value contour
C.
Two contours of different elevations do not cross each other except in case of an overhanging cliff
D.
All of the above statements are correct
E.
Contour interval on any map is kept constant.
F.
Direct method of contouring is cheap¬er than indirect method.
G.
Inter-visibility of points on a contour map cannot be ascertained.
H.
Slope of a hill cannot be determined with the help of contours.
Answer: _________
Question 97:
Select the incorrect statement.
A.
The true meridians at different places are parallel to each other.
B.
The true meridian at any place is not variable.
C.
The true meridians converge to a point in northern and southern hemispheres.
D.
The maps prepared by national survey departments of any country are based on true meridians.
Answer: _________
Question 98:
If the R.L. of a B.M. is 100.00 m, the back- sight is 1.215 m and the foresight is 1.870 m, the R.L. of the forward station is
A.
99.345 m
B.
100.345 m
C.
100.655 m
D.
101.870 m
Answer: _________
Question 99:
Dumpy level is most suitable when
A.
the instrument is to be shifted frequently
B.
fly levelling is being done over long distance
C.
many readings are to be taken from a single setting of the instrument
D.
all of the above
Answer: _________
Question 100:
The angle between the direction of star and the direction of earth's axis of rotation is called
A.
Co-declination
B.
Co-latitude
C.
Declination
D.
Latitude
Answer: _________
Question 101:
For a well-conditioned triangle, no angle should be less than
A.
20°
B.
30°
C.
45°
D.
60°
Answer: _________
Question 102:
The point where a vertical line through the optical centre of the camera lens intersects the ground, is known as
A.
Ground principal point
B.
Ground plumb point
C.
Iso-centre
D.
Perspective centre
Answer: _________
Question 103:
Homologous points are
A.
Opposite corners of a photograph
B.
Nodal points of the camera lens
C.
Corresponding points on the ground and photograph
D.
Plumb points of stereo pair of photographs
Answer: _________
Question 104:
Limiting gradient for locating the base line on evenly-sloping ground, is
A.
1 in 12
B.
1 in 10
C.
1 in 8
D.
1 in 6
Answer: _________
Question 105:
According to Napier's Rules of circular parts for a right angled triangle, sine of middle part equals the product of
A.
Tangents of two adjacent parts
B.
Sines of two adjacent parts
C.
Cosines of two adjacent parts
D.
Both (A) and (B) above
Answer: _________
Question 106:
The value of geocentric parallax to be added to the observed altitude of sun is
A.
9" cos α
B.
9" sin α
C.
9" tan α
D.
9" cot α
Answer: _________
Question 107:
While making astronomical observations, the observer is mainly concerned with
A.
The direction of the vertical, the axis of rotation of the instrument
B.
The direction of the poles of the celestial sphere
C.
The direction of the star from the instrument
D.
All the above
Answer: _________
Question 108:
If v, t and $$frac{{ ext{f}}}{{ ext{H}}}$$ are the ground speed of the aircraft, the shutter speed of the camera and the scale of the photograph respectively, then the amount of image displacement
A.
$${ ext{i}} = frac{{{ ext{v}} imes { ext{t}} imes { ext{H}}}}{{ ext{f}}}$$
B.
$${ ext{i}} = frac{{{ ext{v}} imes { ext{f}}}}{{{ ext{t}} imes { ext{H}}}}$$
C.
$${ ext{i}} = { ext{v}} imes { ext{t}} imes frac{{ ext{f}}}{{ ext{H}}}$$
D.
$${ ext{i}} = frac{{{ ext{t}} imes { ext{H}}}}{{{ ext{v}} imes { ext{f}}}}$$
Answer: _________
Question 109:
An aerial photograph may be assumed as
A.
Parallel projection
B.
Orthogonal projection
C.
Central projection
D.
None of these
Answer: _________
Question 110:
G.M.T. corresponding to given mean time, equals
A.
L.M.T. - East longitude in time
B.
L.M.T. + East longitude in time
C.
L.M.T. - West longitude in time
D.
None of these
Answer: _________
Question 111:
Longitudes are measured from 0° to
A.
180° eastward
B.
180° westward
C.
180° east or westward
D.
360° eastward
Answer: _________
Question 112:
If ‘δ’ is the declination of the star and ‘φ’ is the latitude of the observer then the hour angle of the star at elongation is given by
A.
sin H = tan φ . cot δ
B.
cos H = tan φ . cot δ
C.
tan H = tan φ . cot δ
D.
None of these
Answer: _________
Question 113:
If ‘δ’ is the declination of the star and ‘φ’ is the latitude of the observer, then the azimuth of the star at elongation is given by
A.
sin z = sec φ . cos δ
B.
cos z = sec φ . cos δ
C.
tan z = sec φ . cos δ
D.
None of these
Answer: _________
Question 114:
The altitude of a circumpolar star is maximum when it is
A.
At east elongation
B.
At upper culmination
C.
At west elongation
D.
At lower culmination
Answer: _________
Question 115:
Rotation of the camera at exposure about its vertical axis, is known as
A.
Swing
B.
Tilt
C.
Tip
D.
None of these
Answer: _________
Question 116:
The angle between the observer's meridian and declination circle of a heavenly body, is known as
A.
Hour angle
B.
Azimuth
C.
Right ascension
D.
Declination
Answer: _________
Question 117:
A metallic tape is made of
A.
steel
B.
invar
C.
linen
D.
cloth and wires
Answer: _________
Question 118:
If S is the sum of three angles of a spherical triangle, the spherical excess equals
A.
S - 90°
B.
S - 180°
C.
S - 270°
D.
S - 360°
Answer: _________
Question 119:
The suitable contour interval for a map with scale 1 : 10000 is
A.
2 m
B.
5 m
C.
10 m
D.
20 m
Answer: _________
Question 120:
Which of the following methods of plane table surveying is used to locate the position of an inaccessible point ?
A.
radiation
B.
intersection
C.
traversing
D.
resection
Answer: _________
Question 121:
Which of the following statements is incorrect ?
A.
Error due to refraction may not be completely eliminated by reciprocal levelling.
B.
Tilting levels are commonly used for precision work.
C.
The last reading of levelling is always a foresight.
D.
All of the above statements are incorrect.
Answer: _________
Question 122:
The displacement of the pictured position of a point of h elevation on a vertical photograph taken with a camera of 30 cm focal length, from an altitude of 3000 m, is
A.
4.4 mm
B.
5.5 mm
C.
6.5 mm
D.
7.5 mm
Answer: _________
Question 123:
Bowditch rule is applied to
A.
an open traverse for graphical adjustment
B.
a closed traverse for adjustment of closing error
C.
determine the effect of local attraction
D.
none of the above
Answer: _________
Question 124:
The adjustment of horizontal cross hair is required particularly when the instrument is used for
A.
leveling
B.
prolonging a straight line
C.
measurement of horizontal angles
D.
all of the above
Answer: _________
Question 125:
For any star to be a circumpolar star, its
A.
Declination must be 0°
B.
Declination must be 90°
C.
Distance from the pole must be less than the latitude of the observer
D.
Hour angle must be 180°
Answer: _________
Question 126:
The sidereal day is the time interval between two successive upper transits of
A.
Mean sun
B.
First point of Aries
C.
First point of Libra
D.
The polar star
Answer: _________
Question 127:
If a tripod settles in the interval that elapses between taking a back sight reading and the following foresight reading, then the elevation of turning point will
A.
increase
B.
decrease
C.
not change
D.
either ‘A’ or ‘B’
Answer: _________
Question 128:
The prismatic compass and surveyor’s compass
A.
give whole circle bearing (WCB) of a line and quadrantal bearing (QB) of a line respectively
B.
both give QB of a line and WCB of a line
C.
both give QB of a line
D.
both give WCB of a line
Answer: _________
Question 129:
Sidereal day
A.
Is the period of time taken by the earth in making a complete rotation with reference to stars
B.
Is slightly shorter than an ordinary solar day
C.
Is divided into the conventional hours, minutes and seconds
D.
All the above
Answer: _________
Question 130:
In a tropical year, the numbers of sidereal days are
A.
365
B.
365.2224
C.
365.2422
D.
366.2422
E.
One less than mean solar days
F.
One more than mean solar days
G.
Equal to mean solar days
H.
None of these
Answer: _________
Question 131:
The point on the celestial sphere vertically below the observer's position, is called
A.
Zenith
B.
Celestial point
C.
Nadir
D.
Pole
Answer: _________
Question 132:
The circle in which a plane tangent to the earth's surface at the point of observation, intersects the celestial sphere, is called
A.
Visible horizon
B.
Sensible horizon
C.
Celestial horizon
D.
True horizon
Answer: _________
Question 133:
The type of surveying which requires least office work is
A.
tacheomefry
B.
trigonometrical levelling
C.
plane table surveying
D.
theodolite surveying
Answer: _________
Question 134:
During chaining along a straight line, the . leader of the party has 4 arrows in his hand while the follower has 6. Distance of the follower from the starting point is
A.
4 chains
B.
6 chains
C.
120 m
D.
180m
Answer: _________
Question 135:
The difference of levels between two stations A and B is to be determined. For best results, the instrument station should be
A.
equidistant from A and B
B.
closer to the higher station
C.
closer to the lower station
D.
as far as possible from the line AB
Answer: _________
Question 136:
Subtense bar is an instrument used for
A.
levelling
B.
measurement of horizontal distances in plane areas
C.
measurement of horizontal distances in undulated areas
D.
measurement of angles
Answer: _________
Question 137:
Cross staff is an instrument used for
A.
measuring approximate horizontal angles
B.
setting out right angles
C.
measuring bearings of the lines
D.
none of the above
Answer: _________
Question 138:
The instrument used for accurate centering in plane table survey is
A.
spirit level
B.
alidade
C.
plumbing fork
D.
trough compass
Answer: _________
Question 139:
The great circle along which the sun appears to trace on the celestial sphere with earth as centre during the year, is called
A.
Equator
B.
Celestial equator
C.
Ecliptic
D.
None of these
Answer: _________
Question 140:
The methods used for locating the plane table stations are i) radiation ii) traversing iii) intersection iv) resection The correct answer is
A.
(i) and (ii)
B.
(iii) and (iv)
C.
(ii) and (iv)
D.
(i) and (iii)
Answer: _________
Question 141:
The graduations in prismatic compass i) are inverted ii) are upright iii) run clockwise having 0° at south iv) run clockwise having 0° at north The correct answer is
A.
(i) and (iii)
B.
(i) and (iv)
C.
(ii) and (iii)
D.
(ii) and (iv)
Answer: _________
Question 142:
The correction for sag is
A.
always additive
B.
always subtractive
C.
always zero
D.
sometimes additive and sometimes subtractive
Answer: _________
Question 143:
The point on the photograph where bisector between the vertical line through optical centre of the camera lens and the plate perpendicular meets, is known as
A.
Principal point
B.
Isocenter
C.
Plumb point
D.
Perspective centre
Answer: _________
Question 144:
The two point problem and three point problem are methods of
A.
resection
B.
orientation
C.
traversing
D.
resection and orientation
Answer: _________
Question 145:
Which of the following angles can be set out with the help of French cross staff?
A.
45° only
B.
90° only
C.
Either 45° or 90°
D.
Any angle
Answer: _________
Question 146:
The permissible error in chaining for measurement with chain on rough or hilly ground is
A.
1 in 100
B.
1 in 250
C.
1 in 500
D.
1 in 1000
Answer: _________
Question 147:
The point where vertical line passing through the perspective centre intersects the plane of the photograph, is known as
A.
Photo plumb point
B.
Plumb point
C.
Nadir point
D.
Isocenter
Answer: _________
Question 148:
The angle between the prolongation of the preceding line and the forward line of a traverse is called
A.
deflection angle
B.
included angle
C.
direct angle
D.
none of the above
Answer: _________
Question 149:
To avoid large centering error with very short legs, observations are generally made
A.
To chain pins
B.
By using optical system for centering the theodolite
C.
To a target fixed on theodolite tripod on which theodolite may be fitted easily
D.
All the above
Answer: _________
Question 150:
For which of the following permanent adjustments of theodolite, the spire test is used ?
A.
adjustment of plate levels
B.
adjustment of line of sight
C.
adjustment of horizontal axis
D.
adjustment of altitude bubble and vertical index frame
Answer: _________
Question 151:
The resection by two point problem as compared to three point problem
A.
gives more accurate problem
B.
takes less time
C.
requires more labour
D.
none of the above
Answer: _________
Question 152:
The angular distance of a heavenly body from the equator, measured along its meridian, is called
A.
Declination
B.
Altitude
C.
Zenith distance
D.
Co-latitude
Answer: _________
Question 153:
The station where observations are not made, but the angles at the station are used in triangulation series, is known as
A.
Satellite station
B.
Subsidiary station
C.
Pivot station
D.
Main station
Answer: _________
Question 154:
The scale of a tilted photograph of focal length f taken from an altitude H, along the plate parallel through principal point is
A.
$$frac{{ ext{f}}}{{{ ext{H}}sec heta }}$$
B.
$$frac{{{ ext{f}}sec heta }}{{ ext{H}}}$$
C.
$$frac{{ ext{f}}}{{ ext{H}}}$$
D.
$$frac{{ ext{f}}}{{{ ext{H}}cos frac{1}{2} heta }}$$
Answer: _________
Question 155:
The equation which is obtained by multiplying each equation by the coefficient of its unknowns and by adding the equations thus formed, is known as
A.
Observation equation
B.
Conditional equation
C.
Normal equation
D.
None of these
Answer: _________
Question 156:
The rise and fall method
A.
is less accurate than height of instrument method
B.
is not suitable for levelling with tilting levels
C.
provides a check on the reduction of intermediate point levels
D.
quicker and less tedious for large number of intermediate sights
Answer: _________
Question 157:
A telescope is said to be inverted if its
A.
vertical circle is to its right and the bubble of the telescope is down
B.
vertical circle is to its right and the bubble of the telescope is up
C.
vertical circle is to its left and the bubble of the telescope is down
D.
vertical circle is to its left and the bubble of the telescope is up
Answer: _________
Question 158:
Size of a theodolite is specified by
A.
the length of telescope
B.
the diameter of vertical circle
C.
the diameter of lower plate
D.
the diameter of upper plate
Answer: _________
Question 159:
If the reduced bearing of a line AB is N 60° W and length is 100 m, then the latitude and departure respectively of the line AB will be
A.
+50 m, +86.6 m
B.
+86.6 m, -50 m
C.
+50 m, -86.6 m
D.
+70.7 m, -50 m
Answer: _________
Question 160:
A lemniscate curve between the tangents will be transitional throughout if the polar deflection angle of its apex, is
A.
$$frac{Delta }{2}$$
B.
$$frac{Delta }{3}$$
C.
$$frac{Delta }{4}$$
D.
$$frac{Delta }{6}$$
Answer: _________
Question 161:
A plate parallel is the line on the plane of the negative
A.
Parallel to the principal line
B.
Perpendicular to the principal line
C.
Along the bisector of the angle between the principal line and a perpendicular line through principal plane
D.
None of these
Answer: _________
Question 162:
At eastern elongation, the pole star moves
A.
Eastward
B.
Westward
C.
Northward
D.
Southward
Answer: _________
Question 163:
At upper culmination, the pole star moves
A.
Eastward
B.
Westward
C.
Northward
D.
Southward
Answer: _________
Question 164:
At western elongation, the pole star moves
A.
Eastward
B.
Westward
C.
Northward
D.
Southward
Answer: _________
Question 165:
At lower culmination, the pole star moves
A.
Eastward
B.
Westward
C.
Northward
D.
Southward
Answer: _________
Question 166:
Theodolite is an instrument used for
A.
tightening the capstan-headed nuts of level tube
B.
measurement of horizontal angles only
C.
measurement of vertical angles only
D.
measurement of both horizontal and vertical angles
Answer: _________
Question 167:
Systematic errors
A.
Always follow some definite mathematical law
B.
Can be removed by applying corrections to the observed values
C.
Are also known as cumulative errors
D.
All the above
Answer: _________
Question 168:
In a spherical triangle ABC, right angled at C, sin b equals
A.
sin a cos A
B.
cos a sin A
C.
tan a cot A
D.
cot A tan a
Answer: _________
Question 169:
On vertical photographs, height displacement is
A.
Positive for points above datum
B.
Negative for points below datum
C.
Zero for points vertically below the air station
D.
All the above
Answer: _________
Question 170:
The First Point of Aeries
A.
Is the point in the celestial sphere where zero meridian crosses the celestial equator
B.
Is usually denoted by the Greek letter $$gamma $$
C.
Is located near the very conspicuous rectangle of stars in the constellations of Pegasus and Andromeda
D.
All the above
Answer: _________
Question 171:
The process of determining the locations of the instrument station by drawing re sectors from the locations of the known stations is called
A.
radiation
B.
intersection
C.
resection
D.
traversing
Answer: _________
Question 172:
If the lower clamp screw is tightened and upper clamp screw is loosened, the theodolite may be rotated
A.
on its outer spindle with a relative motion between the vernier and graduated scale of lower plate
B.
on its outer spindle without a relative motion between the vernier and gra-duated scale of lower plate
C.
on its inner spindle with a relative motion between the vernier and the graduated scale of lower plate
D.
on its inner spindle without a relative motion between the vernier and the graduated scale of lower plate
Answer: _________
Question 173:
The position of a heavenly body on the celestial sphere can be completely specified by
A.
Its altitude and azimuth
B.
Its declination and hour angle
C.
Its declination and right ascension
D.
All the above
Answer: _________
Question 174:
Three point problem can be solved by
A.
Tracing paper method
B.
Bessels method
C.
Lehman’s method
D.
all of the above
Answer: _________
Question 175:
The zenith is the point on the celestial sphere
A.
East of observer
B.
West of observer
C.
North of observer
D.
South of observer
Answer: _________
Question 176:
The allowable length of an offset depends upon the
A.
degree of accuracy required
B.
method of setting out the perpendiculars and nature of ground
C.
scale of plotting
D.
all of the above
Answer: _________
Question 177:
The great circle whose plane is perpendicular to the axis of rotation of the earth, is called
A.
Equator
B.
Terrestrial equator
C.
0° latitude
D.
All the above
Answer: _________
Question 178:
The plane at right angle to the zenith-nadir line and passing through the centre of the earth, is called
A.
Rational horizon
B.
True horizon
C.
Celestial horizon
D.
All the above
Answer: _________
Question 179:
To obtain photographs of an area of 1000 m average elevation, on scale 1 : 30,000, with a camera of 30 cm focal length, the flying height is
A.
4000 m
B.
5000 m
C.
6000 m
D.
7000 m
Answer: _________
Question 180:
The difference of height of two points whose parallax difference is 0.8 mm on a pair of stereo pair taken from a height ‘H’ is 100 m. If mean photo base is 95.2 mm, the flying height is
A.
8,000 m
B.
10,000 m
C.
12,000 m
D.
14,000 m
Answer: _________
Question 181:
The correction for parallax, is
A.
- 8".8 cos α
B.
+ .8" sin α
C.
+ 8".8 cos α
D.
None of the above
Answer: _________
Question 182:
The Polaris describes a small circle round the pole whose radius is approximately
A.
1°
B.
2°
C.
3°
D.
4°
Answer: _________
Question 183:
Sensitiveness of a level tube is designated by
A.
radius of level tube
B.
length of level tube
C.
length of bubble of level tube
D.
none of the above
Answer: _________
Question 184:
Agate cap is fitted with a
A.
cross staff
B.
level
C.
chain
D.
prismatic compass
Answer: _________
Question 185:
International Date Line is located along
A.
Standard meridian
B.
Greenwich meridian
C.
Equator
D.
180° longitude
Answer: _________
Question 186:
There are two stations A and B. Which of the following statements is correct?
A.
The fore bearing of AB is AB
B.
The back bearing of AB is BA
C.
The fore and back bearings of AB differ by 180°
D.
All the above
Answer: _________
Question 187:
Homologous point is
A.
Photo principal point
B.
Ground principal point
C.
Ground isocenter
D.
All the above
Answer: _________
Question 188:
Intersection method of detailed plotting is most suitable for
A.
forests
B.
urban areas
C.
hilly areas
D.
plains
Answer: _________
Question 189:
The maximum tolerance in a 20 m chain is
A.
±2 mm
B.
±3 mm
C.
±5 mm
D.
±8 mm
Answer: _________
Question 190:
In the quadrantal bearing system, a whole circle bearing of 293° 30′ can be expressed as
A.
W 23° 30’ N
B.
N 66° 30’ W
C.
S 113° 30’ N
D.
N 23° 30’ W
Answer: _________
Question 191:
The sensitivity of a bubble tube can be increased by
A.
increasing the diameter of the tube
B.
decreasing the length of bubble
C.
increasing the viscosity of liquid
D.
decreasing the radius of curvature of tube
Answer: _________
Question 192:
The altitudes of a circumpolar star at culminations are 70° and 10°, both culminations being north of zenith. The declination of the star, is
A.
80°
B.
70°
C.
60°
D.
50°
Answer: _________
Question 193:
The maximum error in radial line assumption, is
A.
$$frac{{ ext{h}}}{{ ext{H}}}{ ext{f}} an heta $$
B.
$$frac{{ ext{h}}}{{ ext{H}}}{{ ext{f}}^2} an heta $$
C.
$$frac{{ ext{h}}}{{ ext{H}}}{{ ext{f}}^2}sin heta $$
D.
$$frac{{ ext{h}}}{{ ext{H}}}{ ext{f}}cos heta $$
Answer: _________
Question 194:
The prime vertical passes through
A.
The east point of the horizon
B.
The west point of the horizon
C.
The zenith point of the observer
D.
All the above
Answer: _________
Question 195:
The relation between the air base (B), photographic base (b), flying height (H) and the focal length (f) of a vertical photograph, is
A.
$${ ext{B}} = frac{{{ ext{bH}}}}{{ ext{f}}}$$
B.
$${ ext{B}} = frac{{ ext{f}}}{{{ ext{bH}}}}$$
C.
$${ ext{B}} = frac{{ ext{b}}}{{{ ext{fH}}}}$$
D.
$${ ext{B}} = frac{{ ext{H}}}{{{ ext{bf}}}}$$
Answer: _________
Question 196:
The principal plane contains
A.
Nadir point
B.
Iso-centre
C.
Principal point
D.
All the above
Answer: _________
Question 197:
Latitude of the observer's position is equal to altitude of
A.
North pole
B.
Pole star
C.
Celestial pole
D.
All the above
Answer: _________
Question 198:
The parallax equation $$Delta { ext{p}} = frac{{{ ext{Bm}}Delta { ext{h}}}}{{{ ext{H}} - { ext{h}}}}$$ xa0 is applicable to entire overlap of the photographs only if parallax is measured
A.
Normal to base line
B.
Parallel to base line
C.
Both (A) and (B)
D.
Neither (A) nor (B)
Answer: _________
Question 199:
If the length of a chain is found to be short on testing, it can be adjusted by
A.
straightening the links
B.
removing one or more small circular rings
C.
closing the joints of the rings if opened out
D.
all of the above
Answer: _________
Question 200:
In the double application of principle of reversion, the apparent error is
A.
equal to true error
B.
half the true error
C.
two times the true error
D.
four times the true error
Answer: _________
Question 201:
The solar tidal force divided by lunar tidal force is
A.
$$frac{1}{3}$$
B.
$$frac{1}{2}$$
C.
$$frac{3}{4}$$
D.
$$frac{5}{4}$$
Answer: _________
Question 202:
Closed contours, with higher value inwards, represent a
A.
depression
B.
hillock
C.
plain surface
D.
none of the above
Answer: _________
Question 203:
The average eye base is assumed as
A.
58 mm
B.
60 mm
C.
62 mm
D.
64 mm
Answer: _________
Question 204:
Check lines (or proof lines) in Chain Surveying, are essentially required
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
Answer: _________
Question 205:
A negative declination shows that the magnetic meridian is to the
A.
eastern side of the true meridian
B.
western side of the true meridian
C.
southern side of the true meridian
D.
none of the above
Answer: _________
Question 206:
The latitude of the observer's position, is
A.
Elevation of the elevated pole
B.
Declination of the observer's zenith
C.
Angular distance along the observer's meridian between equator and the observer
D.
All the above
Answer: _________
Question 207:
If the staff is not held vertical at a level¬ling station, the reduced level calculated from the observation would be
A.
true R.L.
B.
more than true R.L.
C.
less than true R.L.
D.
none of the above
Answer: _________
Question 208:
At the first point of Aeries, the sun moves
A.
Northward
B.
Southward
C.
From south to north of the equator
D.
From north to south of the equator
Answer: _________
Question 209:
The cross hairs in the surveying telescope are placed
A.
midway between eye piece and objec-tive lens
B.
much closer to the eye-piece than to the objective lens
C.
much closer to the objective lens than to the eye piece
D.
anywhere between eye-piece and objective lens
Answer: _________
Question 210:
The most convenient co-ordinate system for specifying the relative positions of heavenly bodies on the celestial sphere, is
A.
Altitude and azimuth system
B.
Declination and hour angle system
C.
Declination and right ascension system
D.
Declination and altitude system
Answer: _________
Question 211:
The smaller horizontal angle between the true meridian and a survey line, is known
A.
Declination
B.
Bearing
C.
Azimuth
D.
Dip
Answer: _________
Question 212:
If $$delta $$ is the declination of the Polaris and $$lambda $$ is the latitude of the place, the azimuth of the Polaris, is
A.
$$frac{{cos delta }}{{cos lambda }}$$
B.
$$frac{{cos left( {{{90}^ circ } - delta }
ight)}}{{cos left( {{{90}^ circ } - lambda }
ight)}}$$
C.
$$frac{{sin left( {{{90}^ circ } - delta }
ight)}}{{sin left( {{{90}^ circ } - lambda }
ight)}}$$
D.
$$frac{{ an left( {{{90}^ circ } + delta }
ight)}}{{ an left( {{{90}^ circ } + lambda }
ight)}}$$
Answer: _________
Question 213:
The difference in longitude of two places expressed in time is equal to the difference in their
A.
Sidereal time
B.
Apparent solar time
C.
Mean solar time
D.
All the above
Answer: _________
Question 214:
In field astronomy, the quantities observed are entirely
A.
Lengths
B.
Angles
C.
Heights
D.
All of these
Answer: _________
Question 215:
The net ground area of a vertical photograph 20 cm × 20 cm on scale 1 : 10,000 having overlaps 60% and 30%, is
A.
0.50 sq km
B.
0.56 sq km
C.
0.60 sq km
D.
0.64 sq km
Answer: _________
Question 216:
Spring tides are caused when
A.
Sun and moon are in line with earth
B.
Solar tidal force acts opposite to lunar tidal force
C.
Solar tidal force and lunar tidal force both coincide
D.
None of these
Answer: _________
Question 217:
Equation of time which is the difference between apparent solar time and mean solar time at any instant, vanishes during one year
A.
Once
B.
Twice
C.
Thrice
D.
Four times
Answer: _________
Question 218:
The time interval between successive transits of the moon, is
A.
24 hours 10 minutes
B.
20 hours 25 minutes
C.
24 hours 50 minutes
D.
23 hours 50 minutes
Answer: _________
Question 219:
If the horizontal distance between the staff point and the point of observation is d, then the error due to curvature of earth is proportional to
A.
$${ ext{d}}$$
B.
$$frac{1}{{ ext{d}}}$$
C.
$${{ ext{d}}^2}$$
D.
$$frac{1}{{{{ ext{d}}^2}}}$$
Answer: _________
Question 220:
A star in northern sphere is said to transit
A.
When its altitude is maximum
B.
When its azimuth is 180°
C.
When it is in south
D.
All the above
Answer: _________
Question 221:
Normal tension is that pull which
A.
is used at the time of standardising the tape
B.
neutralizes the effect due to pull and sag
C.
makes the correction due to sag equal to zero
D.
makes the correction due to pull equal to zero
Answer: _________
Question 222:
After fixing the plane table to the tripod, the main operations which are needed at each plane table station are (i) Levelling (ii) Orientation (iii) Centering The correct sequence of these operations is
A.
(i), (ii), (iii)
B.
(i), (iii), (ii)
C.
(iii), (i), (ii)
D.
(ii), (iii), (i)
Answer: _________
Question 223:
For accurate work, the steel band should always be used in preference to chain because the steel band
A.
is lighter than chain
B.
is easier to handle
C.
is practically inextensible and is not liable to kinks when in use
D.
can be easily repaired in the field
Answer: _________
Question 224:
The position of the sun when its north declination is maximum is known as
A.
Vernal equinox
B.
Autumnal equinox
C.
Summer solstice
D.
Winter solstice
Answer: _________
Question 225:
The rate of change of parallax $$frac{{{ ext{dp}}}}{{{ ext{dh}}}}$$ with respect to change in h, may be expressed as
A.
$$frac{{{ ext{fB}}}}{{{ ext{H}} - { ext{h}}}}$$
B.
$$frac{{{ ext{fB}}}}{{{{left( {{ ext{H}} - { ext{h}}}
ight)}^2}}}$$
C.
$$frac{{{ ext{fB}}}}{{{ ext{H}} + { ext{h}}}}$$
D.
$$frac{{{ ext{fB}}}}{{{{left( {{ ext{H}} + { ext{h}}}
ight)}^2}}}$$
Answer: _________
Question 226:
Polaris is usually observed for the determination of the azimuth when it is
A.
At culmination
B.
At elongation
C.
Neither at culmination nor at elongation
D.
Either at culmination or at elongation
Answer: _________
Question 227:
If 16 flight lines are run perpendicular to an area 30 km wide, their spacings on a photographical map on scale 1 : 50,000 , will be
A.
1 cm
B.
2 cm
C.
3 cm
D.
4 cm
Answer: _________
Question 228:
Which of the following methods of contouring is most suitable for a hilly terrain?
A.
Direct method
B.
Square method
C.
Cross-sections method
D.
Tachometric method
Answer: _________
Question 229:
The size of a plane table is
A.
750 mm × 900 mm
B.
600 mm × 750 mm
C.
450 mm × 600 mm
D.
300 mm × 450 mm
Answer: _________
Question 230:
The angle between the plane of the equator and the plane of the ecliptic, is known as obliquity of the ecliptic and its value is
A.
22° 30'
B.
23° 27'
C.
23° 30'
D.
24° 0'
Answer: _________
Question 231:
For a tacheometer the additive and multi-plying constants are respectively
A.
0 and 100
B.
100 and 0
C.
0 and 0
D.
100 and 100
Answer: _________
Question 232:
From the principal point the horizon point lies on the principal line at a distance of
A.
f tan θ
B.
f sin θ
C.
f cot θ
D.
f cos θ
Answer: _________
Question 233:
If the magnetic bearing of the sun at a place at noon in southern hemisphere is 167°, the magnetic declination at that place is
A.
77° N
B.
23° S
C.
13° E
D.
13° W
Answer: _________
Question 234:
Overturning of vehicles on a curve can be avoided by using
A.
compound curve
B.
vertical curve
C.
reverse curve
D.
transition curve
Answer: _________
Question 235:
The error due to eccentricity of inner and outer axes can be eliminated by
A.
reading both verniers and taking the mean of the two
B.
taking both face observations and taking the mean of the two
C.
double sighting
D.
taking mean of several readings distributed over different portions of the graduated circle
Answer: _________
Question 236:
The Polaris remains below horizon at
A.
10° N
B.
50° N Latitude
C.
Equator
D.
5° S latitude
Answer: _________
Question 237:
23 cm × 23 cm photographs are taken from a flying height with a camera of focal length of 3600 m and 15.23 cm respectively. A parallax difference of 0.01 mm represents
A.
1 m
B.
2 m
C.
4 m
D.
8 m
Answer: _________
Question 238:
The declination and right ascension of the sun becomes 23° 27' N and 90° respectively on
A.
March 21
B.
June 21
C.
September 21
D.
December 22
Answer: _________
Question 239:
The declination and right ascension of the sun becomes 23° 27' S and 270° respectively on
A.
March 21
B.
June 21
C.
September 21
D.
December 22
Answer: _________
Question 240:
The following sights are taken on a “turning point”
A.
foresight only
B.
backsight only
C.
foresight and backsight
D.
foresight and intermediate sight
Answer: _________
Question 241:
The horizontal angle between the true meridian and magnetic meridian at a place is called
A.
azimuth
B.
declination
C.
local attraction
D.
magnetic bearing
Answer: _________
Question 242:
A ’level line’ is a
A.
horizontal line
B.
line parallel to the mean spheriodal surface of earth
C.
line passing through the center of cross hairs and the center of eye piece
D.
line passing through the objective lens and the eye-piece of a dumpy or tilting level
Answer: _________
Question 243:
Accidental errors
A.
Do not follow any definite mathematical law
B.
Cannot be removed by applying corrections to the observed values
C.
Are generally small
D.
All the above
Answer: _________
Question 244:
Pick up the correct statement from the following. The difference between the longitudes of the places is obtained.
A.
By subtracting their longitudes if places are in the same hemisphere
B.
By adding their longitudes if places are in the different hemispheres
C.
By subtracting the sum of their longitudes exceeding 180° from 360° if places are in different hemispheres
D.
All the above
Answer: _________
Question 245:
Refraction correction
A.
completely eliminates curvature correction
B.
partially eliminates curvature correction
C.
adds to the curvature correction
D.
has no effect on curvature correction
Answer: _________
Question 246:
The number of horizontal cross wires in a stadia diaphragm is
A.
one
B.
two
C.
three
D.
four
Answer: _________
Question 247:
Different grades are joined together by a
A.
Compound curve
B.
Transition curve
C.
Reverse curve
D.
Vertical curve
Answer: _________
Question 248:
If in a closed traverse, the sum of the north latitudes is more than the sum of the south latitudes and also the sum of west departures is more than the sum of the east departures, the bearing of the closing line is in the
A.
NE quadrant
B.
SE quadrant
C.
NW quadrant
D.
SW quadrant
Answer: _________
Question 249:
In triangulation surveys
A.
The area is divided into triangular figures
B.
Control stations are located from which detailed surveys are carried out
C.
Sides are not measured excepting the base line
D.
All the above
Answer: _________
Question 250:
If $$ heta $$ and $$delta $$ be the latitude of a place and declination of a star respectively, the upper culmination of the star will be north of zenith if its zenith distance, is
A.
$$delta - heta $$
B.
$$ heta - delta $$
C.
$$ heta + delta $$
D.
$$frac{{ heta + delta }}{2}$$
Answer: _________
Question 251:
If θ and δ be the latitude of an observer and declination of a heavenly body respectively, the upper culmination of the body will be south of zenith if its zenith distance, is
A.
δ - θ
B.
θ - δ
C.
θ + δ
D.
$$frac{1}{2}$$ (θ - δ)
Answer: _________
Question 252:
Which of the following methods of offsets involves less measurement on the ground?
A.
method of perpendicular offsets
B.
method of oblique offsets
C.
method of ties
D.
all involve equal measurement on the ground
Answer: _________
Question 253:
The difference between a level line and a horizontal line is that
A.
level line is a curved line while hori-zontal line is a straight line
B.
level line is normal to plumb line while horizontal line may not be normal to plumb line at the tangent point to level line
C.
horizontal line is normal to plumb line while level line may not be normal to the plumb line
D.
both are same
Answer: _________
Question 254:
Pick up the correct statement for horizontal photographs.
A.
Parallel lines do not appear parallel in central projection
B.
The two sides of a road meet at the vanishing point
C.
The lines parallel to the negative plane are projected as parallel lines
D.
All the above
Answer: _________
Question 255:
The longitudes of two places at latitude 60° N are 93° E and 97° W. Their departure is
A.
5100 nautical miles
B.
5700 nautical miles
C.
120 nautical miles
D.
500 nautical miles
Answer: _________
Question 256:
The distance between the minor control point and the principal point should be equal to
A.
Base line of the left photograph of stereo pair
B.
Base line of the right photograph of stereo pair
C.
Sum of the base lines of stereo pair
D.
Mean of the base lines of the stereo pair
Answer: _________
Question 257:
The meridian of a place is
A.
A great circle passing through the place and the poles
B.
A great circle whose plane is perpendicular to the axis of rotation and it also passes through the place
C.
A semi-circle which passes through the place and is terminated at the poles
D.
An arc of the great circle which passes through the place and is perpendicular to the equator
Answer: _________
Question 258:
The coverage is least if photography is
A.
High oblique
B.
Low oblique
C.
Vertical
D.
None of these
Answer: _________
Question 259:
Rotation of the camera at exposure about horizontal axis normal to the line of flight, is known as
A.
Swing
B.
Tilt
C.
Tip
D.
None of these
Answer: _________
Question 260:
The principal line is the line joining the principal point and
A.
Nadir
B.
Isocenter
C.
Perspective centre
D.
None of these
Answer: _________
Question 261:
The product of the distances of plumb point and horizon point of a vertical photograph from its principal point, is
A.
f 2
B.
2f 2
C.
3f 2
D.
$$frac{1}{2}$$f
Answer: _________
Question 262:
A series of closely spaced contour lines represents a
A.
steep slope
B.
gentle slope
C.
uniform slope
D.
plane surface
Answer: _________
Question 263:
Places having same latitude
A.
Lie on the parallel of the latitude
B.
Are equidistant from the nearer pole
C.
Are equidistant from both the poles
D.
All the above
Answer: _________
Question 264:
The sun's declination remains north between
A.
March 21 to June 21
B.
June 21 to September 21
C.
September 21 to December 21
D.
Both (A) and (B) of above
Answer: _________
Question 265:
The great circle which passes through the zenith, nadir and the poles, is known as
A.
Meridian
B.
Vertical circle
C.
Prime vertical
D.
None of these
Answer: _________
Question 266:
The following points form a pair of homologous points:
A.
Photo principal point and ground principal point
B.
Photo isocenter and ground isocenter
C.
Photo plumb point and ground plumb point
D.
All the above
Answer: _________
Question 267:
The necessary geometrical condition for triangulation adjustment is:
A.
The sum of the angles around a station should be 360°
B.
The sum of the three angles of a plane triangle should be 180°
C.
The sum of the eight angles of a braced quadrilateral should be 360°
D.
All the above
Answer: _________
Question 268:
If α is the observed altitude, the refraction correction in seconds, is
A.
58" cot α
B.
58" tan α
C.
58 sin α
D.
58 cos α
Answer: _________
Question 269:
The elevation of the star at elongation is obtained by
A.
sin α = sin φ cosec δ
B.
sin α = sin φ sec δ
C.
sin α = cos φ sec δ
D.
sin α = cos φ cosec δ
Answer: _________
Question 270:
For adjusting a quadrilateral whose both the diagonals are observed, the equations of conditions involved, are
A.
Two angle equations and two side equations
B.
One angle equation and three side equations
C.
Three angle equations and one side equation
D.
None of these
Answer: _________
Question 271:
An imaginary line lying throughout the surface of ground and preserving a constant inclination to the horizontal is known as
A.
contour line
B.
horizontal equivalent
C.
contour interval
D.
contour gradient
Answer: _________
Question 272:
The angle of intersection of the two plane mirrors of an optical square is
A.
30°
B.
45°
C.
60°
D.
90°
Answer: _________
Question 273:
For a line AB
A.
the forebearing of AB and back bearing of AB differ by 180°
B.
the forebearing of AB and back bearing of BA differ by 180°
C.
both (A) and (B) are correct
D.
none is correct
Answer: _________
Question 274:
Pick up the incorrect statement from the following. The angular distance of heavenly bodies on observer's meridian measured from the pole, is
A.
Co-declination
B.
Co-altitude
C.
Co-latitude
D.
Polar distance
Answer: _________
Question 275:
Detailed plotting is generally done by
A.
radiation
B.
traversing
C.
resection
D.
all of the above
Answer: _________
Question 276:
The station pointer is generally used in
A.
Triangulation surveying
B.
Astronomical surveying
C.
Hydrographical surveying
D.
Photogrammetric surveying
Answer: _________
Question 277:
Which of the following errors is not eliminated by the method of repetition of horizontal angle measurement ?
A.
error due to eccentricity of verniers
B.
error due to displacement of station signals
C.
error due to wrong adjustment of line of collimation and trunnion axis
D.
error due to inaccurate graduation
Answer: _________
Question 278:
The negative sign is assigned to
A.
Reduction to mean sea level
B.
Correction for horizontal alignment
C.
Correction for slope
D.
All the above
Answer: _________
Question 279:
The scale of a tilted photograph of focal length f, taken from an altitude H, along the plate parallel through plumb point, is
A.
$$frac{{ ext{f}}}{{{ ext{H}}sec heta }}$$
B.
$$frac{{{ ext{f}}sec heta }}{{ ext{H}}}$$
C.
$$frac{{ ext{f}}}{{ ext{H}}}$$
D.
$$frac{{ ext{f}}}{{{ ext{H}}cos frac{1}{2} heta }}$$
Answer: _________
Question 280:
The altitude of a heavenly body is its angular distance, measured on the vertical circle passing through the body, above
A.
Equator
B.
Horizon
C.
Pole
D.
None of these
Answer: _________
Question 281:
‘H’ is the flying height above mean ground level and ‘f’ is the principal distance of a vertical photograph. The mean scale of the photographs is
A.
H × f
B.
$$frac{{ ext{H}}}{{ ext{f}}}$$
C.
$$frac{{ ext{f}}}{{ ext{H}}}$$
D.
H + f
Answer: _________
Question 282:
Which of the following errors can be neutralised by setting the level midway between the two stations ?
A.
error due to curvature only
B.
error due to refraction only
C.
error due to both curvature and re-fraction
D.
none of the above
Answer: _________
Answer Key
1:
C
Solution: In theodolite surveying, taking both face left and face right observations is a common technique to eliminate symmetrical instrumental errors. These errors are usually equal in magnitude but opposite in sign when the instrument is reversed, so averaging both readings cancels them out. Option A: Error due to the horizontal axis not being perpendicular to the vertical axis This error is symmetrical and can be eliminated by taking both face observations. Option B: Index error due to imperfect adjustment of the vertical circle vernier This is also a symmetrical error and can be eliminated by taking face left and face right readings. Option C: Error due to non-parallelism of the axis of telescope level and the line of collimation This is an asymmetrical and inherent instrument error . It affects the sighting line itself and cannot be eliminated by reversing the face of the instrument. Option D: None of the above This is incorrect because one of the options (Option C) is indeed a valid exception. Therefore, the correct answer is: error due to non-parallelism of the axis of telescope level and line of collimation (Option C).
2:
D
3:
C
4:
C
5:
C
6:
D
7:
B
8:
D
9:
B
10:
D
11:
C
12:
B
13:
D
14:
B
15:
D
Solution: Latitude is the angular distance north or south of the equator. It is measured from the equator (0 degrees latitude) to the poles (90 degrees latitude north or south). Let's analyze each option: Option A: "Greenwich to the place" - This is incorrect because Greenwich is associated with longitude (prime meridian), not latitude. Option B: "Equator to the poles" - This is partially correct in describing latitude, but the specific measurement is from the equator to the poles, not just "to the poles." Option C: "Equator to the nearer pole" - This is correct because latitude measures the angular distance from the equator to either the North Pole (90 degrees north) or the South Pole (90 degrees south), depending on the location. Option D: "None of these" - This is incorrect as Option C accurately describes the angular distance that latitude measures. Therefore, the correct answer is Option C: Equator to the nearer pole .
16:
D
17:
A
18:
B
19:
D
20:
C
21:
C
22:
D
23:
A, E
24:
C
25:
B
26:
D
27:
D
28:
D
29:
C
30:
C
31:
D
32:
D
33:
C
34:
C
Solution: Correct Answer: Option C: Equator and Zenith Explanation: Latitude (φ): Latitude measures how far north or south a location is from the Earth's equator, expressed in degrees (0° at the equator, 90° at the poles). Declination (δ): Declination is similar to latitude but for celestial objects, measuring how far a star is from the celestial equator. A star on the celestial equator has ( delta = 0^circ ), while a star at the celestial north pole has ( delta = +90^circ ). Zenith Distance (z): Zenith distance is the angle between a star and the observer's zenith (the point directly overhead). A star at the zenith has ( z = 0^circ ), while a star on the horizon has ( z = 90^circ ). Formula: The given formula is: [
phi = z - delta
] This formula applies when the observed star is positioned between the observer's zenith and the equator . Reason: - Zenith distance is measured from the zenith downward. - Declination is measured from the celestial equator. - The subtraction only works when the star is south of the zenith, which means the star lies between the equator and the zenith. Conclusion: The correct answer is Option C: Equator and Zenith because the given formula holds only in this case.
35:
C
36:
D
37:
D
38:
B
39:
D
40:
A
41:
B
42:
A
Solution: The nautical mile is a unit of measurement used in navigation and is defined as one minute of latitude along any meridian. Here's the breakdown: - 1 nautical mile (NM) = 1 minute of latitude - 1 minute of latitude is equal to 1/60th of a degree of latitude - 1 degree of latitude is approximately 111.12 kilometers or 69.05 miles So, a nautical mile is approximately 1.852 kilometers or 1.15078 miles. This unit is particularly useful in navigation because it provides a consistent measure of distance that takes into account the Earth's curvature. It allows navigators to calculate distances accurately while accounting for the variations in the size of a degree of latitude at different locations on the Earth's surface. Therefore, the correct answer is Option A: 1 minute of latitude .
43:
D
44:
C
45:
A
46:
D
47:
D
48:
D
49:
B
50:
C
51:
D
52:
D
53:
A
54:
D
55:
A
56:
B
57:
D
58:
C
59:
C
60:
D
61:
C
62:
B
Solution: In surveying, the length of a parallel of latitude (λ) between two meridians is equal to the difference in longitudes multiplied by the cosine of the latitude (λ). This relationship arises from the spherical geometry of the Earth's surface. As you move away from the equator towards the poles, the parallels of latitude become shorter due to the convergence of meridians towards the poles. The cosine of the latitude accounts for this reduction in length as you move away from the equator. Therefore, the correct option is Option B: cos λ .
63:
D
64:
A
65:
C
66:
B
67:
C
68:
B
69:
D
70:
C
71:
A
72:
B
73:
B
74:
D
75:
B
76:
B
77:
D, H, L, P, T, X, \, `, h, l, p, q, x, |, �
78:
D
79:
A
80:
D
81:
B, G, K, P
Solution: 1. Correction for Refraction: The correction for refraction is always negative because atmospheric refraction bends light downward, making objects appear higher than their actual position. To get the true reading, this effect must be corrected by subtracting the refraction correction. 2. Correction for Parallax: The correction for parallax depends on the observer's position and the object's distance. It can be positive or negative, depending on whether the observed object is in front of or behind the reference point. Since it is not always positive, this statement is incorrect. 3. Correction for Semi-Diameter: The correction for semi-diameter is always positive, not negative. This correction is applied when measuring celestial bodies (e.g., the Sun or Moon) since observations are usually taken at the edge (limb) rather than at the center. To obtain the true center position, the semi-diameter is added to the observed value. 4. Correction for Dip: The correction for dip is always negative because an observer at a height sees the horizon at a lower angle than the true horizon. To correct this effect, the dip correction is subtracted. Conclusion: The incorrect statement is Option B: Correction for parallax is always positive, because it can be either positive or negative, depending on the observation conditions.
Option C is incorrect because the correction for semi-diameter is actually positive, not negative.
82:
B
83:
C
84:
C
85:
A
86:
A
87:
C
88:
N/A
89:
C
90:
D
91:
C
Solution: Correct Answer: Option C: 40° Explanation: The latitude ((phi)) of a place can be determined using the formula: [
phi = frac{ ext{Altitude at Upper Transit} + ext{Altitude at Lower Transit}}{2}
] Given: Upper Transit Altitude = 60° 30' Lower Transit Altitude = 19° 30' [
phi = frac{(60° 30') + (19° 30')}{2}
] Converting minutes: [
phi = frac{(60.5 + 19.5)}{2} = frac{80}{2} = 40°
] Thus, the latitude of the place is 40° .
92:
D
93:
D
94:
A
95:
C
96:
C, E
97:
A
98:
A
99:
C
100:
A
101:
B
102:
B
103:
C
104:
A
105:
D
106:
A
107:
D
108:
C
109:
C
110:
A
111:
C
112:
B
113:
A
114:
B
115:
A
116:
A
117:
D
118:
B
119:
A
120:
B
121:
D
122:
D
123:
B
124:
A
125:
C
126:
B
127:
A
128:
A
129:
D
130:
D, F
131:
C
132:
B
133:
C
134:
B
135:
A
136:
C
137:
B
138:
C
139:
C
140:
C
141:
A
142:
B
143:
B
144:
D
145:
C
146:
B
147:
A
148:
A
149:
C
150:
C
151:
A
Solution: In surveying, the resection by two-point problem as compared to the three-point problem gives more accurate results Resection is a method used in surveying to determine the location of an unknown point by observing known points from that location. In the two-point resection method, observations are made from two known points to determine the position of the unknown point. This method is generally more accurate because it involves observations from two distinct directions, allowing for better triangulation and reducing errors. On the other hand, the three-point resection method involves observations from three known points to determine the position of the unknown point. While it may seem more robust, it can sometimes be less accurate due to the potential for error propagation and the complexity of managing observations from three different directions. Therefore, the correct option is Option A: gives more accurate results .
152:
A
153:
C
154:
A
155:
C
156:
C
157:
A
158:
C
159:
C
Solution: Understanding Reduced Bearing: The reduced bearing of a line gives its direction with respect to the North-South line. N 60° W means the line is 60° to the West of North , placing it in the North-West (NW) quadrant . Key Concept: To find the components of the line, we break it into: 1. Latitude – This is the North-South component. 2. Departure – This is the East-West component. Signs: Latitude is positive (+) if the line goes North, negative (-) if South. Departure is positive (+) if the line goes East, negative (-) if West. Formulas: Latitude = Length × cos(angle) Departure = Length × sin(angle) Given: Length = 100 m Bearing = N 60° W (angle = 60°) Step 1: Calculate Latitude Latitude = 100 × cos(60°) = 100 × 0.5 = +50 m (positive because direction is North) Step 2: Calculate Departure Departure = 100 × sin(60°) = 100 × 0.866 = 86.6 m Since the direction is West, it is negative: -86.6 m Final Answer: Latitude = +50 m Departure = -86.6 m Correct Answer: Option C: +50 m, -86.6 m
160:
D
161:
B
162:
C
163:
B
164:
D
165:
A
166:
D
167:
D
168:
C
169:
D
170:
D
171:
C
172:
C
173:
D
174:
D
175:
D
176:
D
177:
D
178:
D
179:
C
180:
C
181:
C
182:
A
183:
A
184:
D
185:
D
186:
D
187:
D
188:
C
189:
C
190:
B
191:
A
192:
C
193:
A
194:
D
195:
A
196:
D
197:
C
198:
B
199:
A
200:
D
201:
B
202:
B
203:
D
204:
C
205:
B
206:
D
207:
C
Solution: In levelling, it is essential that the staff is held vertically at the observation point. If the staff is tilted (not vertical), the horizontal distance between the instrument and the staff increases slightly. This results in the levelling instrument recording a reading higher than it would if the staff were vertical. Since the reading is higher, the calculated Reduced Level (R.L.) becomes lower than the actual or true R.L. Therefore, a non-vertical staff leads to a reduced level that is less than the true reduced level. Hence, the correct answer is Option C: less than true R.L.
208:
C
209:
B
210:
C
211:
C
212:
A
213:
D
214:
B
215:
D
216:
C
217:
D
218:
C
219:
C
220:
D
221:
B
222:
B
223:
C
224:
C
225:
B
226:
B
227:
D
Solution: Let's break down this surveying problem step by step! First, we need to understand what the question is asking. It's about the spacing between flight lines on a map, given a real-world area and a map scale. The area's width is 30 km, and there are 16 flight lines perpendicular to it. This means the 16 flight lines divide the 30 km width into 15 equal spaces. Therefore, the spacing between the flight lines on the *ground* is calculated as: 30 km / 15 = 2 km . Next, we need to convert this ground distance to the map distance using the scale 1:50,000. This scale means that 1 unit on the map represents 50,000 units on the ground. Convert the ground distance (2 km) to centimeters: 2 km = 2 * 1000 m = 2 * 1000 * 100 cm = 200,000 cm . Now, apply the scale to find the map distance: Map distance = Ground distance / Scale factor = 200,000 cm / 50,000 = 4 cm . Therefore, the spacing between the flight lines on the photographical map will be 4 cm. So, the correct answer is: Option D: 4 cm .
228:
D
229:
B
Solution: The size of a plane table is typically 600 mm × 750 mm. Plane tables are surveying instruments used for mapping and plotting, and their standard dimensions are often 600 mm × 750 mm. This size provides a suitable working area for accurate and detailed plotting of survey data. Other sizes mentioned are not standard for plane tables used in surveying.
230:
B
231:
A
232:
A
233:
C
234:
D
235:
A
236:
D
Solution: The correct answer is Option D: 5° S latitude . Here's why: Polaris , also known as the North Star, is located very close to the North Celestial Pole . The altitude of the North Celestial Pole above the horizon is equal to the observer's latitude in the Northern Hemisphere . If you are at the Equator (0° latitude) , Polaris will be right on the horizon. As you move northward , Polaris appears higher and higher in the sky. However, Polaris can only be seen from locations in the Northern Hemisphere or very close to the equator. If you are in the Southern Hemisphere , Polaris will be below the horizon . Since 5° S latitude is in the Southern Hemisphere, Polaris will be below the horizon there. At 10° N and 50° N latitude , Polaris will be visible above the horizon. At the Equator , Polaris will be on the horizon.
237:
A
238:
B
239:
D
240:
C
241:
B
242:
B
243:
D
244:
C
245:
B
246:
C
Solution: A stadia diaphragm is a special part of a surveying instrument (like a theodolite or level). Its main purpose is to help determine distances. The diaphragm has horizontal cross wires . Typically, a stadia diaphragm contains three horizontal cross wires : one at the top, one in the middle (the central crosshair), and one at the bottom. These wires are used to read the stadia intercept on a graduated staff held at a distance, which then helps calculate the distance. Options A, B, and D are incorrect because stadia diaphragms are designed with three horizontal cross wires .
247:
D
248:
B
249:
D
250:
A
251:
B
252:
A
253:
A
254:
D
255:
B
256:
D
257:
C
258:
C
259:
C
260:
B
261:
A
262:
A
263:
D
264:
D
265:
A
266:
D
267:
D
268:
A
269:
A
270:
C
271:
D
272:
B
273:
A
274:
A
275:
A
276:
C
Solution: The station pointer is an instrument commonly used in hydrographical surveying. It is used to plot the position of a vessel by observing angles between three known points, such as landmarks, on a chart. This method helps in determining the precise location of the survey station in relation to the known points on the shoreline or other fixed objects.
277:
B
278:
D
279:
B
280:
B
281:
C
282:
C