The expression for sensitivity of the bubble tube (α) can be taken as, ______ Where n = No. of divisions, s = Net staff reading, D = Distance, R = Radius of curvature, l = Length of one division
Bubble tube sensitivity is a crucial concept in leveling and surveying. It represents the smallest angular tilt that can be detected by the movement of the bubble in the tube. A more sensitive bubble tube can detect smaller changes in inclination, leading to more precise leveling.
Sensitivity is typically expressed as the angle subtended by one division of the bubble tube. This angle can be measured in radians or seconds of arc.
There are commonly two ways to express the sensitivity (\(\alpha\)) of a bubble tube, based on different parameters:
Consider a leveling instrument set up at a distance \(D\) from a staff. If the bubble is moved by \(n\) divisions from its center position, the line of sight tilts by a small angle \(\theta\). This tilt causes a change in the staff reading, let's call the total change \(s\).
The average change in staff reading per division of bubble movement is \(s/n\).
For a small angle \(\theta\) (in radians), the relationship between the angle, the opposite side (change in staff reading), and the adjacent side (distance \(D\)) is approximately: \( \tan \theta \approx \theta = \frac{\text{Change in staff reading}}{\text{Distance}} \)
If we consider the tilt corresponding to one division of bubble movement, which is the sensitivity \(\alpha\), the change in staff reading for one division is \(s/n\). Therefore, the sensitivity in radians is:
\( \alpha = \frac{s/n}{D} = \frac{s}{nD} \) radians
Sensitivity is often expressed in seconds of arc because it's a smaller, more convenient unit for small angles. The conversion factor from radians to seconds is \( \frac{180^\circ}{\pi} \times \frac{60 \text{ minutes}}{1^\circ} \times \frac{60 \text{ seconds}}{1 \text{ minute}} \approx 206265 \) seconds per radian.
So, the sensitivity in seconds is:
\( \alpha = \left( \frac{s}{nD} \right) \times 206265 \) seconds
Let's look at the provided options:
Comparing our derived formula \( \alpha = \frac{{\rm{s}}}{{{\rm{nD}}}} \times 206265 \) seconds with the options, we find that Option 1 matches this expression exactly. Option 2 has the terms in the fraction inverted (\(D/(ns)\) instead of \(s/(nD)\)). Options 3 and 4 use combinations of variables that do not represent the standard expressions for sensitivity.
The expression for the sensitivity (\(\alpha\)) of the bubble tube, derived using the change in staff reading (\(s\)) corresponding to a movement of \(n\) divisions at a distance \(D\), and expressed in seconds, is \( \propto = \frac{{\rm{s}}}{{{\rm{nD}}}} × 206265 \) seconds.
| Symbol | Represents | Unit (in the formula) |
|---|---|---|
| \( \alpha \) | Sensitivity of bubble tube | Radians or Seconds |
| \( n \) | Number of divisions bubble moved | Dimensionless |
| \( s \) | Net change in staff reading | Length (e.g., meters) |
| \( D \) | Distance from instrument to staff | Length (e.g., meters) |
| \( R \) | Radius of curvature of bubble tube | Length (e.g., meters) |
| \( l \) | Length of one division of bubble tube | Length (e.g., millimeters) |
| Method | Formula | Units |
|---|---|---|
| Using radius of curvature \(R\) and division length \(l\) | \( \alpha = \frac{l}{R} \) | Radians |
| Using staff readings \(s\), distance \(D\), and bubble movement \(n\) | \( \alpha = \frac{s}{nD} \) | Radians |
| Using staff readings \(s\), distance \(D\), and bubble movement \(n\) | \( \alpha = \frac{s}{nD} \times 206265 \) | Seconds |
Understanding bubble tube sensitivity is vital for achieving accuracy in leveling surveys. Several factors can influence the sensitivity of a bubble tube:
Sensitivity is typically specified by the manufacturer, but it can also be determined in the field using the staff reading method described above.
A vertical line which is perpendicular to the level line is called:
In levelling between two points A and B on the opposite sides of a river, the level was first set up near A and the staff readings on A and B were 2.645 m and 2.30 m respectively. The level was then moved near B and set up; the respective staff readings then were 1.085 m and 1.665 m on A and B respectively. What is the true difference of level between A and B?
A level, when set up $20$ m from peg A and $70$ m from peg B, reads $0.750$ m on a staff held on A and $2.065$ m on a staff held on B, keeping the bubble at its centre while reading. If the reduced levels of A and B are $100.500$ m and $101.800$ m respectively, what is the collimation error per $100.0$ m?
In levelling back, sight is also called as ______.
A 'level line' is a-