Which of the following is NOT an angle and distance method traverse survey plotting?
Coordinate method
Traverse survey plotting is the process of transferring the field measurements of a traverse (angles and distances) onto a drawing sheet to create a map or plan. There are several methods used for plotting a traverse, which generally fall into two categories: angle and distance methods, and coordinate methods.
Angle and distance methods involve directly plotting the measured angles and distances on the drawing sheet. For each station after the first one, the plotting is done by measuring the angle from the previous line and then marking the distance along that angle. Common methods include:
The Coordinate method is fundamentally different in its plotting technique, although it relies on angle and distance measurements from the field. In this method:
While the Coordinate method uses angle and distance measurements to arrive at the coordinates, the plotting itself is done based on the coordinates on a grid, not by directly measuring the angle and distance from the previous point on the paper using tools like a protractor or by laying off tangents/chords.
The question asks which option is NOT an angle and distance method traverse survey plotting. Based on the explanations:
Therefore, the Coordinate method is the one that does not fit the description of a direct angle and distance traverse survey plotting method in the same way the others do.
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.
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In any case, to get a well-proportioned or well-shaped triangle, no angle should be less than ______.
Which one of the following triangles is most accurately plotted in chain surveying?