The observations of a reciprocal levelling operation carried out from two stations A and B are given in table. It is known that the instrument has collimation error. The correct staff reading over station B when the instrument is set very near to station A is ________ m (Rounded off to three decimal places).
Assume all other errors are negligible.
Staff readings at station
Instrument set very near to station
A (m)
B (m)
A
1.275
2.005
B
1.040
1.660
Staff Readings at station
Instrument set very near to station A (m)
Instrument set very near to station B (m)
A
1.275
1.040
B
2.005
1.660
Reciprocal Levelling Solution with Collimation Error
This solution details the calculation of the corrected staff reading in a reciprocal levelling operation, accounting for collimation error.
Understanding the Problem
The task is to find the correct staff reading on station B when the instrument is positioned near station A.
The levelling operation involves reciprocal readings, meaning readings are taken from two different instrument stations.
A collimation error is present in the instrument, which needs to be accounted for.
All other errors are assumed to be negligible.
Data and Formulas
The observed staff readings are provided in the table:
Staff Readings at station
Instrument set very near to station A (m)
Instrument set very near to station B (m)
A
1.275
1.040
B
2.005
1.660
Let:
$r_{A1}$ = Reading on staff at A, instrument near A (BS) = 1.275 m
$r_{B1}$ = Reading on staff at B, instrument near A (FS) = 2.005 m
$r_{A2}$ = Reading on staff at A, instrument near B (FS) = 1.040 m
$r_{B2}$ = Reading on staff at B, instrument near B (BS) = 1.660 m
$h$ = True difference in level ($RL_B - RL_A$)
$D$ = Distance between stations A and B.
$c$ = Collimation error per unit distance.
$X = c \times D$ = Total effect of collimation error over distance $D$. We assume distances from instrument to staff at the same station are negligible compared to the distance between stations.
The apparent differences in level are affected by collimation error ($X$):
From position 1 (near A): The observed difference $r_{B1} - r_{A1}$ relates to $h$ as $r_{B1} - r_{A1} = h + X$.
From position 2 (near B): The observed difference $r_{A2} - r_{B2}$ relates to $h$ as $r_{A2} - r_{B2} = -h + X$.
Calculations
Calculate the apparent differences in level for each position:
Set up the equations using the observed differences:
$0.730 = h + X$
$-0.620 = -h + X$
Solve for $X$ by adding the two equations:
$(0.730) + (-0.620) = (h + X) + (-h + X)$
$0.110 = 2X$
$X = \frac{0.110}{2} = 0.055 \, \text{m}$
The question asks for the correct staff reading on station B when the instrument is near A. This is the observed reading ($r_{B1}$) corrected by subtracting the collimation error effect ($X$) relevant to that specific sight (to staff B from instrument near A).
$ \text{Corrected reading} = r_{B1} - X $
$ \text{Corrected reading} = 2.005 \, \text{m} - 0.055 \, \text{m} $
$ \text{Corrected reading} = 1.950 \, \text{m} $
Final Answer
The correct staff reading over station B when the instrument is set very near to station A is 1.950 m.
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Important Questions from Levelling Methods
Which one of the following is the purpose of taking a backsight observation in levelling?
A level with the height of the instrument being 2.550 m has been placed at a station having a Reduced Level (RL) of 130.565 m. The instrument reads 3.665 m on a levelling staff held inverted at the bottom of a bridge deck. The RL of the bottom of the bridge deck is __________ m (rounded off to 3 decimal places).
In levelling between two points P and Q on opposite banks of a river, the level was set up near P, and the staff reading on P and Q were 2.165 m and 3.810 m, respectively. The level was then moved and set up near Q and the respective staff readings on P and Q were 0.910 m and 2.355 m. The true difference of level between P and Q is __________ m (rounded off to 3 decimal places).