The departure of a line in a traverse surveying is a crucial concept for understanding navigational methods. When working with the concepts of traverse, it is vital to comprehend how the departure and latitude of a line are calculated using the properties of the angles involved.
In traverse surveying, the departure of a line is defined as its horizontal projection in the east or west direction. The departure of a line is determined using the following formula:
\(Departure = Length \times \sin(\text{Reduced Bearing})\)
Let's understand each component of this equation:
To verify why sine is used:
Based on this understanding, the correct answer is Sine. Departure is obtained by multiplying the length of the line by the sine of its reduced bearing, which accurately captures the east-west component of the line.
Conclusion: For calculating the departure of a line, use the formula: \(Departure = Length \times \sin(\text{Reduced Bearing})\). This concludes that the option Sine is the correct answer.
The angular misclosure of the closed-loop traverse shown in the figure is _____________ ° (Answer in decimal degrees and rounded off to three decimal places)
| Station | Easting (m) | Northing (m) |
|---|---|---|
| B | 11054.09 | 9484.37 |
| C | 10827.62 | 10112.15 |
While carrying out a traverse survey ABCDA' using a theodolite with the originating station A, the departures and latitudes of the lines, as obtained, are shown in the following figure (not drawn to scale). It is seen that, due to the observational errors, the originating station A and its computed station A' are not the same. For this survey, the 'closing error' in m is
