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CivilAdvanced Survey
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How to find out the length of closing error?

A

(╬гL)2+(╬гD)2\sqrt{(\Sigma L)^2 + (\Sigma D)^2}(╬гL)2+(╬гD)2тАЛ

B

(╬гL)2тИТ(╬гD)2\sqrt{(\Sigma L)^2 - (\Sigma D)^2}(╬гL)2тИТ(╬гD)2тАЛ

C

╬гL+╬гD\sqrt{\Sigma L + \Sigma D}╬гL+╬гDтАЛ

D

╬гLтИТ╬гD\sqrt{\Sigma L - \Sigma D}╬гLтИТ╬гDтАЛ

Correct Answer

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

(╬гL)2+(╬гD)2\sqrt{(\Sigma L)^2 + (\Sigma D)^2}(╬гL)2+(╬гD)2тАЛ

Quick Summary:

The closing error (or error of closure) in a closed traverse represents the linear distance between the starting point and the ending point when the traverse fails to close geometrically. It is obtained by combining the algebraic sum of latitudes (╬гL\Sigma L╬гL) and the algebraic sum of departures (╬гD\Sigma D╬гD) using the Pythagorean theorem. Therefore, the length of the closing error eee is given by e=(╬гL)2+(╬гD)2e = \sqrt{(\Sigma L)^2 + (\Sigma D)^2}e=(╬гL)2+(╬гD)2тАЛ.

тЪЩя╕ПTETechnical SolutionConcept & Principle
ЁЯТб Explanation

The closing error (or error of closure) in a closed traverse represents the linear distance between the starting point and the ending point when the traverse fails to close geometrically. It is obtained by combining the algebraic sum of latitudes (╬гL\Sigma L╬гL) and the algebraic sum of departures (╬гD\Sigma D╬гD) using the Pythagorean theorem. Therefore, the length of the closing error eee is given by e=(╬гL)2+(╬гD)2e = \sqrt{(\Sigma L)^2 + (\Sigma D)^2}e=(╬гL)2+(╬гD)2тАЛ.

ЁЯФв Key Formulas

e=(╬гL)2+(╬гD)2e = \sqrt{(\Sigma L)^2 + (\Sigma D)^2}e=(╬гL)2+(╬гD)2тАЛ тАФ Length of Closing Error

╬╕=tanтБбтИТ1(тИг╬гD╬гLтИг)\theta = \tan^{-1}\left(\left|\frac{\Sigma D}{\Sigma L}\right|\right)╬╕=tanтИТ1(тАЛ╬гL╬гDтАЛтАЛ) тАФ Direction (Reduced Bearing) of Closing Error

\text{Relative Precision} =$$\frac{e}{P}$$ тАФ Relative Error of Closure (where P$ is the perimeter)

тЪЩя╕П Working Principle

In a mathematically closed traverse, the sum of latitudes (north-south displacements) and the sum of departures (east-west displacements) should both equal zero. Due to observational errors, ╬гLтЙа0\Sigma L \neq 0╬гLюАа=0 and ╬гDтЙа0\Sigma D \neq 0╬гDюАа=0. These two orthogonal sums act as perpendicular components of a right-angled triangle, where the hypotenuse represents the magnitude of the closing error.

ЁЯУМ Key Points
  • тЦ╕

    Latitude (LLL) is the orthographic projection of a traverse line on the north-south meridian (L=lcosтБб╬╕L = l \cos \thetaL=lcos╬╕).

  • тЦ╕

    Departure (DDD) is the orthographic projection of a traverse line on the east-west axis (D=lsinтБб╬╕D = l \sin \thetaD=lsin╬╕).

  • тЦ╕

    For a closed loop traverse, ideally ╬гL=0\Sigma L = 0╬гL=0 and ╬гD=0\Sigma D = 0╬гD=0.

  • тЦ╕

    Bowditch's rule or Transit rule is commonly used to balance and adjust the closing error.

ЁЯУД Additional Information
  • тЦ╕

    Option B incorrectly uses subtraction inside the square root.

  • тЦ╕

    Options C and D miss squaring the component sums before taking the square root.

  • тЦ╕

    Bowditch's Rule assumes linear errors are proportional to l\sqrt{l}lтАЛ and angular errors are inversely proportional to l\sqrt{l}lтАЛ.

ЁЯУК Diagram / Illustration
Closing Error Triangle╬гD (Sum of Departures)╬гL (Sum of Latitudes)e = тИЪ(╬гL┬▓ + ╬гD┬▓)StartEnd Point
тЬЕ

A is correct тАФ The length of closing error is the hypotenuse formed by the total latitude error and departure error, given by (╬гL)2+(╬гD)2\sqrt{(\Sigma L)^2 + (\Sigma D)^2}(╬гL)2+(╬гD)2тАЛ.

Core Concepts Used
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Traverse Closing Error Latitude and Departure Balancing of Traverse
ЁЯТб EXAM TIP

Always determine the correct quadrant of the closing error based on the individual signs of ╬гL\Sigma L╬гL and ╬гD\Sigma D╬гD when calculating Whole Circle Bearing (WCB).

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