Which one of the following triangles is most accurately plotted in chain surveying?
Equilateral triangle
Chain surveying relies on forming a network of triangles over the area to be surveyed. The accuracy of the final map or plan depends significantly on the shape of these triangles. Triangles are used because their shape is uniquely determined by the lengths of their sides, which are measured during the survey.
When plotting the measured side lengths on paper, the intersection points of the arcs drawn from the ends of a baseline determine the third vertex of the triangle. If the angles of the triangle are either very acute (close to 0 degrees) or very obtuse (close to 180 degrees), a small error in measuring a side length or in drawing the arc during plotting can cause a large displacement in the position of the third vertex. This leads to inaccuracies in the survey.
Triangles with angles that are neither too small nor too large are considered "well-conditioned" and lead to more accurate plotting. The ideal range for angles in surveying triangles is generally between 30 degrees and 120 degrees.
Let's look at the types of triangles mentioned and their suitability for accurate plotting in chain surveying:
Based on the principles of triangulation and the effect of angle size on plotting accuracy, a triangle with angles close to 60 degrees is the most desirable shape in chain surveying. The equilateral triangle, having all angles exactly 60 degrees, represents the most accurately plottable triangle type among the options provided.
Therefore, an equilateral triangle is considered the most accurately plotted in chain surveying because its angles ($\ang{60}$) provide the strongest intersection for vertex determination, minimizing the impact of measurement or plotting errors.
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?
The omitting error of a line lies in the South-West quadrant having a length ‘l’ and reduced bearing θ. The latitude ‘L’ and departure ‘D’ are computed by:
Checks in closed traverse by deflection angles, the algebraic sum of the deflection angles should be equal to:
In any case, to get a well-proportioned or well-shaped triangle, no angle should be less than ______.