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Need for traversing, types, Bowditch rule

Short answer

Traversing is necessary as the quickest way to provide horizontal control for narrow strips and built-up areas. Types: closed (loop or link) and open traverse. Bowditch's rule distributes closing error in latitude and departure proportionally to line lengths, assuming equal precision and accidental errors.

Why traversing is necessary? What are the types of traverse? Explain Bowditch's rule for balancing the traverse with its assumptions.

Necessity of traversing

Traversing is the quickest and cheapest way to provide horizontal control for surveys of long, narrow strips and of built-up and wooded areas, where triangulation is not practicable. It gives the coordinates of the stations, from which details are plotted and works are set out.

Types of traverse

  • Closed traverse: closed loop (starts and ends at the same station) and closed link (starts and ends at known stations).
  • Open traverse: starts at a known station and ends at an unknown one.
  • By instrument and angle measurement: compass, chain, theodolite and plane table traverses; included angle, deflection angle and direct bearing methods.

Bowditch's rule

Bowditch (compass) rule: the closing error in latitude and departure is distributed among the lines in proportion to their lengths.

CL=−ΣLat×lΣl,CD=−ΣDep×lΣlC_L=-\Sigma L_{at}\times\frac{l}{\Sigma l},\qquad C_D=-\Sigma D_{ep}\times\frac{l}{\Sigma l}

where ll is the length of the line and Σl\Sigma l the perimeter (or total length of the traverse).

Assumptions:

  • Angular and linear measurements are of equal precision, and the errors are accidental (random) only.
  • The error in the linear measurement of a line is proportional to l\sqrt{l}, and the error in angular measurement is inversely proportional to l\sqrt{l}. On these assumptions, the correction to the latitude and departure of each line works out to be proportional to its length.
  • The angular misclosure has already been distributed among the angles before the rule is applied.

It is simple, and it is the most commonly used rule in plane surveying.

✓ Answer checked by Claude Opus 5.5 (high effort)

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