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Surveying I. Lecture 3.
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Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

Dec 23, 2015

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Page 1: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

Surveying I.

Lecture 3.

Page 2: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

Announcement

Presentation can be downloaded from:

http://www.geod.bme.hu/index_e.html

Page 3: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

Announcement

Page 4: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

Outline

The theodolite and its structure

Telescope

Reading device

Bubble tubes

Vertical circle

Page 5: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

Measuring angles

What is Surveying?

The art of making measurements of the relative positions of natural and man-made features on the Earth’s surface, and the presentation of this information either graphically or numerically.

Relative positions (2D case):

One needs to find two points and measure the distance between them. Hence we can create a coordinate system.

A B X

Y

ABl

0,0 0,ABl

Base line

Control points

Page 6: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

Measuring angles

A B X

Y

ABl

0,0 0,ABl

Let’s determine the position of a third, unknown point (C).

C

We have two unknowns: CC YX ,

We need two measurements:

• two distances

• one distance and an angle

• two angles

Page 7: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

Measuring angles

B C

A

B C

A

AC

Page 8: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

Measuring angles

B C

A

A

What kind of instrument do we need?

It should

• contain two fixed graduated circles

• an upper part, which can be revolved around a vertical axis and eqiped with an index

• a telescope, which can be rotated around a horizontal axis

• bubble tubes to set up the instrument

Page 9: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

The vernier theodolite

Page 10: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

The theodolite

The vernier

60 subdivision between the index and the 20-minute graduation of the vernier equals the distance of 59 unit of the main scale.

Page 11: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

Modern theodolites

• no verniers - glass circles, units are graduated by photographic methods, readings are taken using optical systems

• optical plummet (in tribrach or in alidade)

• advanced models - digital reading

Page 12: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

Telescope

Internal focusing (see Lecture 2)

Imaging of the objective

Geodetic telescopes can be used between 2f and infinity.

Page 13: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

Methods of circle reading

Graduated microscope and the coincidence method

Graduated microscope

Page 14: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

Methods of circle reading

Coincidence method

• Two indices in diametral position

• Both of them and both portion of the horizontal circle are imaged in the reading eyepiece.

Page 15: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

Methods of circle reading

Page 16: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

Levelling the instrument

The horizontal circle must be truly horizontal during the measurements.

How to achieve this?

Remember the structure of the levelling instrument:

Levelling head

Tilting screw

Diaphragm

Bubble tube

Tilting axisCircular bubble

In this case the bubble tube must be adjusted.

Page 17: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

The bubble tube

Finding the normal point of the bubble tube

Let’s suppose that the bubble tube is not adjusted, but we do want to use it to level the alidade.

If the bubble is centered, the alidade is tilted.

Normal point: the setting of the bubble, when the alidade is horizontal.

Page 18: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

Standing axis

Alidade

Plate bubble

The bubble tube

Step 1.

Center the bubble, then rotate the alidade around the standing axis with 180 degree.

Step 2.

Check the reading of the left end of the bubble.

L

L

R

R

R L

LR

Page 19: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

The bubble tube

The normal point is exactly the average of the two values.

In our case: 3 units.

If we set the bubble to this unit, the alhidade is horizontal.

R L

R L

Page 20: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

Leveling the instrument

Finding the normal point of the bubble tube

Leveling the alidade

Page 21: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

The vertical circle

B C

A

A

Is necessary for measuring the angle between the vertical and the line of collimation ()

The index of the vertical circle must always be horizontal!

Page 22: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

The vertical circle

The vernier theodolite

The index must be levelled before each reading on the vertical circle.

Page 23: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

Modern theodolites:

In modern theodolites an optical system compensates the tilting of the standing axis. The optical system consists of prisms and a pendulum.

The vertical circle

Standing axisis vertical

Standing axisis tilted

Askania compensator

Page 24: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

The vertical circle

Liquid compensator

Supposing that the standing axis is tilted, and the line of collimation is horizontal.

Page 25: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

Setting up a theodolite

The theodolite must be centered and levelled.

B C

A

A

Page 26: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

Setting up a theodolite

1. Setting up the tripod (the head of the tripod should be approximately horizontal) above the control point

2. Fix the instrument on the tripod.

3. Sight the control point in the optical plummet using the footscrews of the instrument.

4. Level the instrument by adjusting the length of the legs of the tripod using the circular bubble.

5. Find the normal point of the bubble tube.

Page 27: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

6. Level the instrument accurately using the bubble tube and the three levelling screws.

7. Finally loosen the instrument on the tripod, and slide it above the control point on the head of the tripod.

8. Fix the instrument on the tripod.

Setting up a theodolite

Page 28: Surveying I. Lecture 3.. Announcement Presentation can be downloaded from: .

Thank You for Your Attention!