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Question

Which of the following triangles are well conditioned and may be suitable for control establishment using triangulation?

TriangleInterior Angles
I$90^\circ$, $45^\circ$, $45^\circ$
II$130^\circ$, $25^\circ$, $25^\circ$
III$110^\circ$, $35^\circ$, $35^\circ$
IV$110^\circ$, $45^\circ$, $25^\circ$

Criteria for Well-Conditioned Triangles

For establishing control points using triangulation, well-conditioned triangles are essential. These triangles minimize errors in calculations. Generally, triangles are considered well-conditioned if their interior angles avoid extreme values:

  • Avoid very small angles (typically less than $25^\circ$ to $30^\circ$). Small angles lead to large uncertainties in side length calculations when angles are measured with limited precision.
  • Avoid very large angles (typically greater than $110^\circ$ to $120^\circ$). Large angles can also reduce the geometric strength of the triangulation network.

Angle Analysis for Triangulation Suitability

Let's analyze the angles of each triangle provided:

Triangle Interior Angles Analysis
I $90^\circ, 45^\circ, 45^\circ$ All angles are within the ideal range. This is a well-conditioned triangle.
II $130^\circ, 25^\circ, 25^\circ$ Includes a very large angle ($130^\circ$) and small angles ($25^\circ$). This is poorly conditioned.
III $110^\circ, 35^\circ, 35^\circ$ The smallest angle ($35^\circ$) is acceptable. The largest angle ($110^\circ$) is large but often considered usable. This triangle is conditioned.
IV $110^\circ, 45^\circ, 25^\circ$ Includes a small angle ($25^\circ$). This makes the triangle less suitable compared to one without such acute angles.

Conclusion on Suitable Triangles

Based on the analysis, Triangles I and III are the most suitable for control establishment using triangulation. They avoid the excessively small angles found in Triangles II and IV, which compromise accuracy.

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Important Questions from Triangulation

  1. In the triangulation network shown in the figure, $b$ and $g$ are the observed lengths of the baselines, while 1 to 18 are the observed interior angles. The number of redundant observations is __________ (Answer in integer).
     

  2. In a triangulation exercise, the horizontal distance between two points P and Q was found to be 12380.56 m. The average elevation along the line PQ was 748.82 m above the reference ellipsoid. The reduced horizontal distance between P and Q over the reference ellipsoid is _______ m (Rounded off to two decimal places).

    Consider the radius of Earth to be 6378 km.
  3. Which of the following statements is/are CORRECT?
  4. In the following figure, A and B are fixed points with known plane rectangular coordinates. C and D are the new points in the control survey whose coordinates are to be determined. For this network, the surveyor has measured all 8 internal angles (1 to 8) and 5 sides BC, CD, DA, AC and BD. The value of redundancy (r) for the given figure will be equal to ____________ (In integer).

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