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Chapter 1 of 12 • Page 1 of 248🔒 Protected PDF • Watermarked
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CivilAdvanced Survey
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How to find out angle of closure?

A

tan⁡θ=ΣDΣL\tan\theta = \frac{\Sigma D}{\Sigma L}tanθ=ΣLΣD​

B

tan⁡θ=DL\tan\theta = \frac{D}{L}tanθ=LD​

C

tan⁡θ=LD\tan\theta = \frac{L}{D}tanθ=DL​

D

tan⁡θ=ΣLΣD\tan\theta = \frac{\Sigma L}{\Sigma D}tanθ=ΣDΣL​

Correct Answer

⚙️ TE • Technical Concept & PrincipleCivilAdvanced Survey
Option A

tan⁡θ=ΣDΣL\tan\theta = \frac{\Sigma D}{\Sigma L}tanθ=ΣLΣD​

Quick Summary:

The angle of closure (or direction of closing error) in a closed traverse is the angle θ\thetaθ whose tangent is equal to the ratio of the total error in departures (ΣD\Sigma DΣD) to the total error in latitudes (ΣL\Sigma LΣL). It defines the angular bearing of the closing error line.

⚙️TETechnical SolutionConcept & Principle
💡 Explanation

The angle of closure (or direction of closing error) in a closed traverse is the angle θ\thetaθ whose tangent is equal to the ratio of the total error in departures (ΣD\Sigma DΣD) to the total error in latitudes (ΣL\Sigma LΣL). It defines the angular bearing of the closing error line.

🔢 Key Formulas

tan⁡θ=ΣDΣL\tan\theta = \frac{\Sigma D}{\Sigma L}tanθ=ΣLΣD​ — Angle of closure (direction of closing error)

e=(ΣD)2+(ΣL)2e = \sqrt{(\Sigma D)^2 + (\Sigma L)^2}e=(ΣD)2+(ΣL)2​ — Linear closing error

$\text{Relative Closing Error} = \frac{e}{\text{Perimeter}}$$ — Precision of the traverse

⚙️ Working Principle

When a closed traverse is plotted using field observations, the total sum of departures (ΣD\Sigma DΣD) and total sum of latitudes (ΣL\Sigma LΣL) should theoretically equal zero. Due to observational errors, ΣD≠0\Sigma D \neq 0ΣD=0 and ΣL≠0\Sigma L \neq 0ΣL=0. The resultant closing error eee is given by e=(ΣD)2+(ΣL)2e = \sqrt{(\Sigma D)^2 + (\Sigma L)^2}e=(ΣD)2+(ΣL)2​, and its direction θ\thetaθ relative to the meridian is determined using tan⁡θ=ΣDΣL\tan\theta = \frac{\Sigma D}{\Sigma L}tanθ=ΣLΣD​.

📌 Key Points
  • ▸

    Latitude (LLL) is the projection of a traverse line on the North-South meridian (L=lcos⁡θL = l \cos\thetaL=lcosθ).

  • ▸

    Departure (DDD) is the projection of a traverse line on the East-West perpendicular (D=lsin⁡θD = l \sin\thetaD=lsinθ).

  • ▸

    For a perfectly closed traverse, ΣL=0\Sigma L = 0ΣL=0 and ΣD=0\Sigma D = 0ΣD=0.

  • ▸

    The quadrant of θ\thetaθ depends on the algebraic signs of ΣD\Sigma DΣD and ΣL\Sigma LΣL.

🛠️ Applications / Uses
  • ▸

    Determining the direction of error vector in total station and theodolite traversing.

  • ▸

    Applying corrections using Bowditch's or Transit rule to adjust closed traverses.

📄 Additional Information
  • ▸

    Option B (tantheta=fracDL\\tan\\theta = \\frac{D}{L}tantheta=fracDL) gives the bearing of an individual line, not the closing error of a traverse.

  • ▸

    Option C (tantheta=fracLD\\tan\\theta = \\frac{L}{D}tantheta=fracLD) represents the cotangent of the line's bearing angle.

  • ▸

    Option D (tantheta=fracSigmaLSigmaD\\tan\\theta = \\frac{\\Sigma L}{\\Sigma D}tantheta=fracSigmaLSigmaD) has the numerator and denominator inverted.

📊 Diagram / Illustration
Angle of Closure Formula Cardtan θ =ΣD (Total Departure Error)ΣL (Total Latitude Error)θ = tan⁻¹( Total Departure Error / Total Latitude Error )
✅

A is correct — The angle of closure θ\thetaθ is calculated using tan⁡θ=ΣDΣL\tan\theta = \frac{\Sigma D}{\Sigma L}tanθ=ΣLΣD​, where ΣD\Sigma DΣD is total departure error and ΣL\Sigma LΣL is total latitude error.

Core Concepts Used
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Closing Error in Traverse Latitude and Departure Traverse Adjustment Rules
💡 EXAM TIP

Remember that tan⁡θ=East-West errorNorth-South error=ΣDΣL\tan\theta = \frac{\text{East-West error}}{\text{North-South error}} = \frac{\Sigma D}{\Sigma L}tanθ=North-South errorEast-West error​=ΣLΣD​. This is mathematically consistent with tan⁡θ=yx\tan\theta = \frac{y}{x}tanθ=xy​ on a Cartesian plane where Departure corresponds to the X-axis and Latitude to the Y-axis.

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