Anna University, Chennai Nov/Dec 2012 Examinations

Rejinpaul.Com Important Questions

Ce 2204 Surveying — I

Common To III Sem Civil

Unit I-V

1.
Illustrate with neat sketches, various types of obstacles
encountered in chain surveying.

2.
Explain the method of reciprocal and
direct ranging in detail.

3.
What are the equipments used to measure right angle in the chain
surveying?

4.
. List the different types of errors in survey measurement and
state their significance

5.
Explain the of plane table surveying in detail and steps involved in setting
up of a Plane Table.

6.
What are the precautions to be adopted in using the Compass?

7.
Explain radiation and intersection.

8.
Explain Bessel’s method and two point problem with diagram

9.
Enlist and explain the types of errors in leveling.

10.Write
about the Prismoidal Correction to be applied to volume computation

11.
Enlist the classification of levelling and explain each of them in
detail

12.What are
the uses of contours? Discuss in detail

13.
Describe in detail about temporary and permanent adjustment in a
theodolite

14.State
and explain omitted measurements in theodolite surveying

15.
Enumereate the different parts of a vernier theodolite and explain
their function

16.Briefly
explain ‘reverse curves’ and ‘shift of a transition curve’

17.
Enumerate the classification of curves in Engineering surveys

18.Explain the setting out of a simple curve by two theodolite method.

19.Explain
the setting
out of a simple
curve by the
Rankine’s
method of tangential angle

20. Two straight AB and BC intersect at a
chainage of 4242.0 m. The angle of intersection is 140°. It is required to set out a 5° simple circular curve to connect the
straights. Calculate all the data necessary to set out the curve by the method
of offsets from the chord produced with an interval of 30 m