Week 6 Flashcards

(29 cards)

1
Q

What is the purpose of a traverse in surveying?

A

To determine positions and areas.

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2
Q

What are the four types of traverses?

A

Open loop traverse and closed loop traverse. open line traverse and closed line traverse

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3
Q

What distinguishes a closed loop traverse from an open loop traverse?

A

A closed loop traverse has enough measurements to calculate positions and errors, while an open loop traverse has just enough measurements to calculate positions only.

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4
Q

What is a loop traverse?

A

A loop traverse starts and returns to the same location.

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5
Q

What is a line traverse?

A

A line traverse has different starting and ending points.

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6
Q

What are traverse lines?

A

The lines joining the survey stations.

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7
Q

What is required for surveying a large area?

A

A network of survey stations.

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8
Q

What is the method for calculating angles in traverse surveying?

A

Average angles from field measurements (FL and FR) in different rounds.

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9
Q

What is the basic geodetic problem in traverse surveying?

A

Calculation of coordinates.

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10
Q

What types of errors are considered in traverse measurements?

A

Spatial error from traverse line measurements and angular error/misclosure from internal angles.

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11
Q

What is the first step in determining the coordinates of each station in a traverse?

A

Knowing the coordinates of one station.

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12
Q

What is the role of traverse line measurements in error determination?

A

They help assess spatial errors in the survey.

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13
Q

What is the outcome of having enough measurements in a closed traverse?

A

It allows for the calculation of positions and errors.

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14
Q

What is the general approach to measuring angles in the field for a traverse?

A

Using precise instruments to measure the internal angles and lengths of traverse lines.

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15
Q

What information is needed to determine the azimuth of a traverse line?

A

The coordinates of a station associated with the traverse and the azimuth of a line to one of the traverse stations.

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16
Q

How do you calculate the azimuth of a traverse line starting at a station?

A

Add the internal clockwise angle at that station to the azimuth of the previous line.

17
Q

What is the formula for calculating closing error in spatial coordinates?

A

Error(x) = Calculated x (Easting) coordinate of the last station - known x (Easting) coordinate of the last station.

18
Q

How is the total traverse error calculated?

A

Total traverse error = √(∆x² + ∆y²).

19
Q

What is the formula for precision of the traverse?

A

Precision of the traverse = Total error / total traverse length.

20
Q

What is the purpose of adjusting spatial errors in a traverse?

A

To ensure the calculated coordinates match known coordinates, improving accuracy.

21
Q

What is the difference between angular error adjustment and spatial error adjustment?

A

Angular error adjustment distributes error evenly across angles, while spatial error adjustment accounts for line lengths.

22
Q

What is the role of the azimuth in traverse calculations?

A

The azimuth indicates the direction of a traverse line relative to a reference direction.

23
Q

What is the importance of knowing the azimuth of a traverse line?

A

It is essential for accurately determining the direction and position of traverse lines.

24
Q

What are the two types of angles that can be checked in a closed loop traverse?

A

Internal angles and external angles.

25
How do you calculate the angular error in a closed line traverse?
By calculating the azimuths of the traverse lines and comparing the last azimuth obtained with the given/known one.
26
What is the Bowditch method used for in surveying?
It is used for adjusting errors in a closed loop traverse by distributing the error proportionally based on line lengths.
27
What is the purpose of calculating azimuths in a traverse?
To determine the direction of the traverse lines and adjust for any angular errors.
28
What is an essential step before adjusting azimuths in a closed traverse?
Calculate the azimuths of the traverse lines.
29
What is the expected outcome of a well-conducted closed line traverse?
The start and end points should coincide, indicating no significant errors.