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Question

If L represents the staff reading and 'x' as the angle of inclination, error due to non-verticallity of the staff will be:

The correct answer is

L(sec x - 1)

Staff Reading Error: Non-Verticality in Surveying

In surveying, accurately measuring vertical distances using a staff is a fundamental task. However, staff readings can be influenced by various errors, leading to inaccuracies in measurements. A common and significant source of error is the non-verticality of the staff, also referred to as staff inclination.

When a staff is not held perfectly vertical, the observed reading along the tilted staff will be longer than the actual true vertical height it represents. This difference between the observed (erroneous) reading and the true vertical reading is defined as the error due to non-verticality.

Understanding Staff Inclination and Readings

To accurately determine the error caused by staff non-verticality, it is essential to understand the terms used in the question and their roles in the calculation:

  • Staff Reading (\text{L}): In the context of this specific formula, \text{L} represents the true vertical staff reading. This is the correct height that would be obtained if the staff were held perfectly vertical at the measurement point. It is the target or ideal value.
  • Angle of Inclination (\text{x}): This is the angle by which the staff is tilted away from its ideal vertical position. If the staff were perfectly vertical, \text{x} would be 0^\circ.
  • Observed Reading (\text{L}_{\text{observed}}): This is the actual reading obtained on the staff when it is tilted at an angle \text{x}. Due to the tilt, this observed reading will always be greater than the true vertical reading \text{L}.

Deriving the Staff Non-Verticality Error Formula

Let's derive the formula for the error due to non-verticality of the staff using basic trigonometry. Imagine the situation geometrically:

  1. Consider a right-angled triangle where:
    • The hypotenuse represents the observed reading along the tilted staff, denoted as \text{L}_{\text{observed}}.
    • The side adjacent to the angle of inclination \text{x} represents the true vertical height that should have been measured, which is \text{L}.
    • The angle \text{x} is the angle between the tilted staff and the true vertical line.
  2. From the definition of cosine in a right-angled triangle:

    $$ \cos(\text{x}) = \frac{\text{Adjacent Side}}{\text{Hypotenuse}} $$

    $$ \cos(\text{x}) = \frac{\text{L}}{\text{L}_{\text{observed}}} $$

  3. To find the expression for the observed reading \text{L}_{\text{observed}} in terms of the true vertical reading \text{L} and the angle \text{x}, rearrange the equation:

    $$ \text{L}_{\text{observed}} = \frac{\text{L}}{\cos(\text{x})} $$

  4. Recall the trigonometric identity that \frac{1}{\cos(\text{x})} is equal to \sec(\text{x}) (secant of x). Substitute this into the equation:

    $$ \text{L}_{\text{observed}} = \text{L} \sec(\text{x}) $$

  5. The error due to non-verticality is the difference between the observed reading (which is affected by the tilt) and the true vertical reading (the correct value):

    $$ \text{Error} = \text{L}_{\text{observed}} - \text{L} $$

  6. Now, substitute the expression for \text{L}_{\text{observed}} into the error formula:

    $$ \text{Error} = \text{L} \sec(\text{x}) - \text{L} $$

  7. Finally, factor out \text{L} from the expression to get the standard form of the error:

    $$ \text{Error} = \text{L}(\sec(\text{x}) - 1) $$

Thus, the error due to non-verticality of the staff, where \text{L} represents the true vertical staff reading and \text{x} is the angle of inclination from the vertical, is given by \text{L}(\sec \text{x} - 1).

Key Takeaways on Staff Reading Errors

  • The non-verticality of the staff consistently results in an observed reading that is larger than the actual true vertical reading. This means that if uncorrected, the measured elevation or height difference will be erroneously higher than it should be.
  • The formula \text{L}(\sec \text{x} - 1) is vital for surveyors to calculate and apply necessary corrections or to understand the magnitude of potential inaccuracies in their level measurements.
  • To minimize this type of error in practical surveying fieldwork, it is crucial for the staff person to ensure the staff is held as vertically as possible, often aided by a staff bubble or plumb bob.
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