Small-angle facts and error growth in traverses: Which of the following statements are correct regarding angular/linear relations and error propagation?

Civil Engineering Surveying Difficulty: Easy
Choose an option
  • A
    1 second of arc corresponds to a displacement ratio of about 1:206,300
  • B
    1 degree of arc corresponds to a displacement ratio of about 1:57
  • C
    Angular errors along a traverse tend to propagate approximately with the square root of the number of stations
  • D
    Errors from linear measurements tend to be roughly proportional to the lengths of the lines
  • E
    All of the above

Answer

Correct Answer: All of the above

Explanation

Introduction / Context:Survey accuracy depends on both angular and linear measurements. Small-angle approximations and empirical error growth rules guide specifications, checking, and adjustment strategies in traversing and triangulation.

Given Data / Assumptions:

  • Using standard small-angle relations in radians.
  • Random errors assumed independent and unbiased.
  • Practical field conditions with conventional instruments.

Concept / Approach:One radian equals about 57.3 degrees, hence 1 degree corresponds to ~1/57 rad. One arc-second equals about 1/206,265 rad, giving the 1:206,300 displacement ratio for small deflections. Random angular misclosures grow with sqrt(n) where n is the number of stations, while linear random errors tend to scale with total length measured, reflecting accumulation of many small unbiased contributions.

Step-by-Step Solution:

Translate degrees/seconds to radian-based displacement ratios.Relate random error accumulation to sqrt(n) growth (root-sum-square).Recognize linear error scaling with total measured length.Synthesize: each statement A–D is a standard rule of thumb; thus E is correct.

Verification / Alternative check:Bowditch (compass) rule and least-squares theory corroborate sqrt(n) angular propagation and length-proportional linear behavior in typical field work.

Why Other Options Are Wrong:Any single statement alone is incomplete; the bundle of all four best represents accepted surveying practice.

Common Pitfalls:Confusing systematic scale errors with random errors; mixing degree–radian conversions.

Final Answer:All of the above

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