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Which is the following rule is used for balance the traverse when the angular measurements are most precise than the linear measurements.
CLтАЛorCDтАЛ=╬гLor╬гD├ЧLorDLTтАЛorDTтАЛ
CLтАЛorCDтАЛ=╬гLor╬гD├ЧLorDLTтАЛorDTтАЛ
Bowditch rule
Transit rule
Both A and C
Both A and C
When angular measurements are more precise than linear measurements, the Transit Rule is used to balance the traverse. Under this rule, corrections are applied in proportion to the latitude or departure of the individual side rather than its length. Option A shows the mathematical formula for the Transit Rule, making both Option A and Option C correct, hence Option D is the correct choice.
When angular measurements are more precise than linear measurements, the Transit Rule is used to balance the traverse. Under this rule, corrections are applied in proportion to the latitude or departure of the individual side rather than its length. Option A shows the mathematical formula for the Transit Rule, making both Option A and Option C correct, hence Option D is the correct choice.
CLтАЛ=SigmaLtimesfracLLTтАЛ тАФ Correction in latitude of a line
CDтАЛ=SigmaDtimesfracDDTтАЛ тАФ Correction in departure of a line
The Transit Rule assumes that angular measurements are measured with greater precision compared to linear measurements. Corrections to latitude (CLтАЛ) and departure (CDтАЛ) are calculated by multiplying the total error in latitude (┬аmeSigmaL) or departure (┬аmeSigmaD) by the ratio of the latitude or departure of the specific line to the arithmetic sum of all latitudes or departures.
Transit rule is preferred when angular measurements are more precise than linear measurements.
Bowditch (Compass) rule is used when angular and linear measurements are of equal precision.
In Transit rule, LTтАЛ is the scalar arithmetic sum of all latitudes (SigmaтИгLтИг) and DTтАЛ is the scalar arithmetic sum of all departures (SigmaтИгDтИг).
Minimizes structural alteration of angle values when linear errors dominate.
Computationally simple to apply directly to individual latitudes and departures.
Theoretical foundation is less statistically sound compared to Axis or Least Squares rules.
Can lead to disproportionate corrections if a line's latitude or departure approaches zero.
Traverse balancing when using modern precise theodolites paired with less precise chain/tape measurements.
Standard civil engineering survey problems in competitive exams.
| Feature | Transit Rule | Bowditch Rule |
|---|---|---|
Precision Condition | Angular precision > Linear precision | Angular precision = Linear precision |
Correction Proportion | Proportional to Latitude / Departure of line | Proportional to length of line (l) |
Option B (Bowditch Rule) is incorrect because it is applied when linear and angular measurements have equal precision, where CLтАЛ=SigmaLtimesfraclSigmal.
Option A gives the correct mathematical formula of the Transit Rule, while Option C names the rule itself. Hence, Option D (Both A and C) is the correct choice.
D is correct тАФ Option A represents the mathematical formula and Option C gives the name of the rule used when angular measurements are more precise than linear measurements.
Remember: Bowditch = Equal precision (Length dependent), Transit = Angles more precise (Latitude/Departure dependent).