1. Attempt any FIVE of the
following : 10
(a) State the situations where plane table
survey is suitable.*
(b) Define telescope inverted & telescope
normal.
(c) State any four uses of transit theodolite.
(d) State any two objects of tacheometry. **
(e) Enlist the types of curves used in roads
& railway alignment.
(f) State any two features of digital
theodolite.
(g) State the object of remote sensing.
(h) State the purpose of alidade and ‘U’ fork
in plane table surveying.
(i) Define swinging and transiting in
theodolite surveying. *
(j) What is face left and face right
observations.
(k) Define horizontal curve and vertical
curves.
2. Attempt any THREE of the
following : 12
(a) State accessories required for plane table
survey along with their use. *
(b) Explain the function of lower tangent
screw, upper tangent screw, lower clamping screw & upper clamping screw
while measuring horizontal angle using theodolite. *
(c) Differentiate theodolite & tacheometer.
Give any 2 characteristics of tacheometer. *
(d) Draw a neat sketch of circular curve &
show the following element : ***
(i)
Tangent length
(ii)
Deflection angle
(iii)
Apex distance
(iv)
Length of long chord
(e) Define orientation and explain back sight
method of orientation with sketch. *
(f) State the functions of optical plummet and
shifting head in theodolite.
(g) Explain the principle of Tacheometry with
the help of a neat sketch.
3. Attempt any THREE of the
following : 12
(a) Explain temporary adjustment of
theodolite. *
(b) State 4 component parts of digital
theodolite & state their purpose.
(c) Explain the procedure of measurement of
vertical angle using one second micro optic theodolite.
(d) Define the following terms & give any
2 components of each : ****
(i)
GIS
(ii)
GPS
(e) Explain measurement of bearing of line
using theodolite.
(f) State the procedure of building setout
using total station. *
(g) Define active and passive sources.
(h) Describe the procedure for measurement of
horizontal angle by repetition method.
(i) Explain the principle of EDM with the help
of a neat sketch. *
(j) Describe the procedure to measure vertical
angle by using electronic thedolite. *
4. Attempt any THREE of the
following : 12
(a) State any 4 advantages & 4
disadvantages of plane table survey.
(b) Find the length & bearing of line AB.
If two co-ordinates A & B as below. *
(c) Following are the latitudes &
departures for closed traverse ABCDE. Compute the missing length & WCB of
side EA. *
(d) Following observation were
made by tacheometer : **
Find the constants of tacheometer.
(e) Calculate the ordinates at 25 m interval
to set a circular curve having long chord of 300 m & versed sine of 10 m. *
(f) Explain with sketch intersection method of
plane table surveying. *
(g) A traverse survey was conducted and
following data is received, find missing length and bearing of line DA. *
(h) State fundamental axis and lines of
theodolite and give relations between them.
(i) State the features of electronic
theodolite. *
5. Attempt any TWO of the
following : 12
(a) Calculate independent co-ordinates of all
the survey lines of the traverse : *
(b) Explain Bowditch Rule as applicable in a
theodolite traverse. **
(c) A tacheometer fitted with anallatic lens
was set up at station P & the following readings were obtained on
vertically held staff. **
The RL of BM is 400 m, the
constant of tacheometer was 100. Find the horizontal distance PQ & RL of Q.
a) The following angles were
measured in running a closed traverse
ABCDEA.
∠ A = 87° 50′ 20′′, ∠ B = 114° 55′ 40′′, ∠ C = 94° 38′ 50′′,
∠ D = 129° 40′ 40′′ and ∠ E = 112° 54′ 30′′.
If the bearing of line AB is 221°
18′ 40′′, calculate bearings of the remaining lines.
6. Attempt any TWO of the
following : 12
(a) Write short notes on :
(i)
Uses of digital level
(ii)
Salient features of total station **
(b) Explain procedure of measuring distance
using EDM & Principle of EDM. **
(c) Explain the applications of remote sensing
in the following area :
(i)
Land use
(ii)
Disaster management
(iii)
Environment
(d) State errors eliminated by the method of
repetition. *
(e) State the different sources of errors in
GIS. *
(f) Describe step wise procedure to prepare
the layout of a small building using total station.
(g) Apply knowledge of total station to
prepare a contour map by describing its procedure.
(h) Demonstrate the utility of Remote Sensing
and GIS applications in Civil Engineering with appropriate examples.
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