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Question

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.

Understanding Reduced Horizontal Distance Calculation

The question asks for the reduced horizontal distance between two points P and Q over the reference ellipsoid. We are given the measured horizontal distance and the average elevation along the line PQ. The reduction accounts for the difference in length between the measured distance (affected by average elevation) and the distance projected onto the ellipsoid.

Calculating the Correction

The correction ($\Delta d$) due to average elevation ($h$) and Earth's radius ($R$) is approximated by the formula:

$ \Delta d \approx \frac{d_{measured} \times h}{R} $

Where:

  • $d_{measured}$ = Measured horizontal distance = $12380.56$ m
  • $h$ = Average elevation = $748.82$ m
  • $R$ = Radius of Earth = $6378$ km = $6378000$ m

Step-by-Step Calculation

  1. Convert Radius to Meters: The radius of the Earth $R$ is given as $6378$ km, which needs to be converted to meters: $R = 6378 \, \text{km} \times 1000 \, \text{m/km} = 6378000$ m.
  2. Calculate the Correction ($\Delta d$): Substitute the values into the correction formula: $ \Delta d = \frac{12380.56 \, \text{m} \times 748.82 \, \text{m}}{6378000 \, \text{m}} $ $ \Delta d \approx 1.453778 \, \text{m} $
  3. Calculate the Reduced Horizontal Distance ($d_{reduced}$): Subtract the correction from the measured distance: $ d_{reduced} = d_{measured} - \Delta d $ $ d_{reduced} = 12380.56 \, \text{m} - 1.453778 \, \text{m} $ $ d_{reduced} \approx 12379.106222 \, \text{m} $
  4. Round the Result: Round the reduced horizontal distance to two decimal places as required: $d_{reduced} \approx 12379.11$ m.

The calculated value $12379.11$ m falls within the provided range of 12250 m to 12379.5 m.

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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. Which of the following statements is/are CORRECT?
  3. 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).

  4. 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$110^\circ$, $45^\circ$, $25^\circ$
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