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CivilAdvanced Survey
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Which of the following step should be required for temporary adjustment of theodolite?

A

Levelling

B

Centering

C

Elimination of parallax

D

All of the above

Correct Answer

тЪЩя╕П TE тАв Technical Concept & PrincipleCivilAdvanced Survey
Option D

All of the above

Quick Summary:

Temporary adjustments of a theodolite refer to the essential procedures performed at every instrument station to prepare it for observation. These steps are centering, leveling, and the elimination of parallax, which collectively ensure that the instrument is plumbed, leveled, and that the image of the target is formed precisely on the reticle plane.

тЪЩя╕ПTETechnical SolutionConcept & Principle
ЁЯТб Explanation

Temporary adjustments of a theodolite refer to the essential procedures performed at every instrument station to prepare it for observation. These steps are centering, leveling, and the elimination of parallax, which collectively ensure that the instrument is plumbed, leveled, and that the image of the target is formed precisely on the reticle plane.

ЁЯФв Key Formulas

╧╡p=0\epsilon_{p} = 0╧╡pтАЛ=0 тАФ The goal is to reduce the parallax error ╧╡p\epsilon_{p}╧╡pтАЛ to zero by adjusting the focus until image and reticle are coplanar.

тЪЩя╕П Working Principle
  1. Centering: Using a plumb bob or optical plummet to place the vertical axis of the theodolite exactly over the survey station mark. 2. Leveling: Adjusting the foot screws until the plate bubbles are centered, ensuring the vertical axis is truly vertical. 3. Elimination of Parallax: Adjusting the objective and eyepiece focus to ensure the image appears stationary relative to the cross-hairs when the observer shifts their eye position.
ЁЯУМ Key Points
  • тЦ╕

    Centering establishes the horizontal position of the instrument.

  • тЦ╕

    Leveling establishes the verticality of the instrument's axis.

  • тЦ╕

    Elimination of parallax ensures accuracy in sighting targets.

  • тЦ╕

    These adjustments are called 'temporary' because they must be repeated every time the theodolite is moved to a new station.

тЬЕ Advantages
  • тЦ╕

    Ensures high precision in angular measurements.

  • тЦ╕

    Prevents systematic errors caused by misaligned instrumentation.

тЭМ Disadvantages / Limitations
  • тЦ╕

    Time-consuming if the ground is uneven.

  • тЦ╕

    Requires significant practice to achieve efficiently.

ЁЯЫая╕П Applications / Uses
  • тЦ╕

    Traversing in land surveying.

  • тЦ╕

    Triangulation and control surveying.

  • тЦ╕

    Topographical mapping.

ЁЯУД Additional Information
  • тЦ╕

    Temporary adjustments are contrasted with 'Permanent Adjustments', which are required only when the fundamental geometric relationships between the instrument's components are disturbed (e.g., axis of plate levels perpendicular to the vertical axis).

  • тЦ╕

    Failing to eliminate parallax results in erroneous readings as the line of sight shifts with the observer's eye movement.

ЁЯУК Diagram / Illustration
Theodolite Temporary AdjustmentsCenteringLevellingParallaxPerformed at every station before taking measurements.
тЬЕ

D is correct тАФ All listed steps (centering, leveling, and elimination of parallax) are essential components of the temporary adjustment process for a theodolite.

Core Concepts Used
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Centering (Theodolite) Leveling (Theodolite) Parallax Elimination
ЁЯТб EXAM TIP

Always remember that temporary adjustments refer to the instrument setup, whereas permanent adjustments refer to the physical factory-calibrated relationships between axes.

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