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Day 110-Jan 20-worksheet-Btech-Theodolite surveying part 2

Total questions: 15

Worksheet time: 8mins

Name
Class
Date
1.

The imaginary line joining the intersection point of cross-hairs and the optical centre of the objective is known as:

a)

Axis of telescope

b)

Axis of altitude bubble

c)

Line of collimation

d)

Vertical axis

2.

In theodolite survey, swinging refers to rotation of the telescope:

a)

In vertical plane about trunnion axis

b)

In horizontal plane about vertical axis

c)

In vertical plane about vertical axis

d)

In horizontal plane about horizontal axis

3.

Which axis must be perpendicular to the vertical axis for correct horizontal angle measurement?

a)

Line of collimation

b)

Plate bubble axis

c)

Altitude bubble axis

d)

Trunnion (horizontal) axis

4.

Which error is eliminated by taking observations on both face-left and face-right?

a)

Parallax error

b)

Instrument eccentricity

c)

Trunnion axis error

d)

Natural error

5.

Inaccurate bisection of objects is classified under instrumental errors.

a)

True

b)

False

6.

In repetition method, vernier readings increase with every repetition.

a)

True

b)

False

7.

Transiting is the process of rotating the telescope through (a)   degrees in the vertical plane.

8.

Swinging the telescope in anticlockwise direction is known as (a)   swing.

9.

Keeping the instrument exactly over a station point is termed (a)   .

10.

Plate bubble ensures the (a)   axis is truly vertical.

11.

A theodolite that allows rotation of telescope through 180° vertically is called (a)   theodolite.

12.

Measuring an angle twice in face-left and face-right is known as (a)   .

13.

Establishing intermediate points when endpoints are not visible is called (a)   in.

14.

Plate level axis must be (a)   to the vertical axis for permanent adjustment.

15.

The error caused due to unequal graduation of circles is minimized by (a)   method.