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CivilAdvanced Survey
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Which of the following is not a case in trigonometric levelling?

A

Base of object is accessible

B

Base of object is inaccessible

C

Base of object is at accurate position

D

Base of object is inaccessible, station is not in vertical plane

Correct Answer

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

Base of object is at accurate position

Quick Summary:

Trigonometric levelling involves finding the elevated difference between points using measured vertical angles and horizontal distances. The standard cases depend on whether the base of the object is accessible, inaccessible with instrument stations in the same vertical plane, or inaccessible with instrument stations not in the same vertical plane.

тЪЩя╕ПTETechnical SolutionConcept & Principle
ЁЯТб Explanation

Trigonometric levelling involves finding the elevated difference between points using measured vertical angles and horizontal distances. The standard cases depend on whether the base of the object is accessible, inaccessible with instrument stations in the same vertical plane, or inaccessible with instrument stations not in the same vertical plane.

ЁЯФв Key Formulas

h=DtanтБб╬▒h = D \tan \alphah=Dtan╬▒ тАФ Vertical height when the base is accessible (DDD is horizontal distance, ╬▒\alpha╬▒ is vertical angle)

h=bsinтБб╬▒1sinтБб╬▒2sinтБб(╬▒1тИТ╬▒2)h = \frac{b \sin \alpha_1 \sin \alpha_2}{\sin(\alpha_1 - \alpha_2)}h=sin(╬▒1тАЛтИТ╬▒2тАЛ)bsin╬▒1тАЛsin╬▒2тАЛтАЛ тАФ Vertical height when base is inaccessible and stations are in the same vertical plane

тЪЩя╕П Working Principle

The elevation of a point is determined using trigonometric ratios (specifically tangents) applied to a right-angled triangle formed by the line of sight, horizontal distance, and the vertical height of the object. When the base is inaccessible, two instrument stations are used to determine both the horizontal distance and height indirectly.

ЁЯУМ Key Points
  • тЦ╕

    Trigonometric levelling is an indirect method of levelling used primarily in hilly terrain, tall structures, or inaccessible locations.

  • тЦ╕

    The three standard cases are classified based on the accessibility of the object's base and the alignment of the instrument stations relative to the vertical plane containing the object.

тЬЕ Advantages
  • тЦ╕

    Allows determination of heights of inaccessible structures like towers, chimneys, and hill peaks.

  • тЦ╕

    Rapid method for determining elevated differences over long distances compared to spirit levelling.

тЭМ Disadvantages / Limitations
  • тЦ╕

    Requires precise measurement of vertical angles using a theodolite.

  • тЦ╕

    Errors in distance measurement or angular measurement directly impact the calculated elevation.

ЁЯЫая╕П Applications / Uses
  • тЦ╕

    Determining the height of tall buildings, communication towers, and monuments.

  • тЦ╕

    Topographic surveys in mountainous and rugged terrains.

ЁЯУД Additional Information
  • тЦ╕

    Option A represents Case I where horizontal distance DDD can be directly measured using a tape or chain.

  • тЦ╕

    Option B represents Case II where the horizontal distance to the base cannot be measured, but both instrument stations lie in the same vertical plane with the object.

  • тЦ╕

    Option D represents Case III where instrument stations do not lie in the same vertical plane as the object, requiring triangulation techniques.

  • тЦ╕

    Option C ('Base of object is at accurate position') is not a classification or case in trigonometric levelling terminology.

ЁЯУК Diagram / Illustration
Cases in Trigonometric LevellingCase 1:Base of the object is accessibleCase 2:Base inaccessible (Stations in same vertical plane)Case 3:Base inaccessible (Stations NOT in same vertical plane)
тЬЕ

C is correct тАФ 'Base of object is at accurate position' is not a recognized case in trigonometric levelling.

Core Concepts Used
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Trigonometric Levelling Theodolite Surveying Vertical Angle Measurement
ЁЯТб EXAM TIP

For competitive exams, remember that if instrument stations are at different levels, correction for difference in line of sight heights (h1,h2h_1, h_2h1тАЛ,h2тАЛ) must be applied when calculating total height.

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