Which of the following traverse adjusting methods is employed for angular measurements?
Transit method
Traverse adjustment is a crucial step in surveying to eliminate the errors that accumulate during field measurements. These errors include both angular errors (in measured angles) and linear errors (in measured lengths and bearings/azimuths). The goal of adjustment is to make the traverse geometrically consistent, especially for closed traverses where the end point should coincide with the starting point or a point of known position.
There are several methods used for adjusting a traverse. Different methods handle the distribution of angular and linear errors in different ways. Let's look at the options provided:
The question specifically asks for a method employed for angular measurements. Among the standard methods, the Transit method puts a direct emphasis on adjusting the observed angles based on the total angular closing error. While Bowditch's method also addresses angular error, the Transit method is more explicitly associated with the initial step of balancing the angles before proceeding to linear adjustments (which might then use a rule like the Transit rule for linear errors, also different from Bowditch's linear rule).
Therefore, the method primarily employed for adjusting angular measurements in a traverse is the Transit method.
What is the permissible closing error in a traverse (et) of total length of 2500 m and what is the permissible closing error in levelling (el) in a bench mark at distance of 1600 m.
Which of the following is NOT an angle and distance method traverse survey plotting?
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