In levelling between two points A and B on opposite banks of a river, the instrument was set up near A and the staff readings on A and B were 2.107 and 3.335 respectively. The instrument was then moved and set up near B and the respective staff reading on A and B were 1.934 and 3.076 respectively. What is the true difference of level of A and B?
1.185 m
This problem involves calculating the true difference in elevation between two points, A and B, located on opposite banks of a river. This scenario requires the use of reciprocal levelling, a technique used to minimize errors caused by atmospheric refraction and the curvature of the Earth, especially over longer distances like a river span.
We are given two sets of readings taken from two different instrument positions:
The staff readings are recorded as follows:
| Setup Location | Staff Reading on A (m) | Staff Reading on B (m) |
|---|---|---|
| Near A | 2.107 (Backsight - BS) | 3.335 (Foresight - FS) |
| Near B | 1.934 (Foresight - FS) | 3.076 (Backsight - BS) |
The difference in level between two points is calculated as the Backsight (BS) reading minus the Foresight (FS) reading.
In this setup, the reading on A (2.107 m) is the backsight (BS1), and the reading on B (3.335 m) is the foresight (FS1).
Apparent Difference of Level (B relative to A) = $BS_1 - FS_1$
Apparent Difference = $2.107 \text{ m} - 3.335 \text{ m} = -1.228 \text{ m}$
This suggests that point B is 1.228 m higher than point A.
In this setup, the reading on B (3.076 m) is the backsight (BS2), and the reading on A (1.934 m) is the foresight (FS2).
Apparent Difference of Level (A relative to B) = $BS_2 - FS_2$
Apparent Difference = $3.076 \text{ m} - 1.934 \text{ m} = 1.142 \text{ m}$
This suggests that point A is 1.142 m higher than point B.
Reciprocal levelling helps average out the effects of curvature and refraction. The true difference in level is the average of the differences calculated from the two setups.
Let's calculate the difference as ($RL_A - RL_B$) from both setups:
Now, we find the average of these two values to get the true difference of level:
True Difference of Level ($RL_A - RL_B$) = $\frac{(RL_A - RL_B)_{\text{Setup 1}} + (RL_A - RL_B)_{\text{Setup 2}}}{2}$
True Difference = $\frac{1.228 \text{ m} + 1.142 \text{ m}}{2}$
True Difference = $\frac{2.370 \text{ m}}{2}$
True Difference = $1.185 \text{ m}$
This calculation shows that point A is higher than point B by 1.185 meters.
The true difference of level between A and B, calculated using the reciprocal levelling method, is 1.185 meters. This value accurately represents the difference in elevation, accounting for potential systematic errors.
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Where n = No. of divisions, s = Net staff reading, D = Distance, R = Radius of curvature, l = Length of one division
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