Agricultural Engineering > GATE 2021 > Traverse Survey
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
A
6.33
B
7.62
C
33.73
D
35.21

Correct : b

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