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Which is the following rule is used for removing closing error that when the angles and distances are measured with the same precision.
A) CLтАЛ┬аor┬аCDтАЛ=(╬гL┬аor┬а╬гD)├Ч╬гllтАЛ
B) Bowditch rule
C) Transit rule
D) Both A and B
Both A and B
The Bowditch rule (also known as the Compass rule) is used to balance a closed traverse when both linear and angular measurements are made with equal precision. Under this rule, the correction applied to the latitude (or departure) of any line is directly proportional to the length of that line.
The Bowditch rule (also known as the Compass rule) is used to balance a closed traverse when both linear and angular measurements are made with equal precision. Under this rule, the correction applied to the latitude (or departure) of any line is directly proportional to the length of that line.
CLтАЛ=╬гL├Ч╬гllтАЛ тАФ Correction to latitude of a line
CDтАЛ=╬гD├Ч╬гllтАЛ тАФ Correction to departure of a line
e=(╬гL)2+(╬гD)2тАЛ тАФ Total closing error
The principle assumes that accidental errors in linear measurements are proportional to lтАЛ (where l is the length of a line) and accidental errors in angular measurements are inversely proportional to lтАЛ. Based on this error distribution, the total closing error in latitude (megaL) or departure (megaD) is distributed among the traverse lines proportionally to their individual lengths relative to the total perimeter of the traverse.
Used when angular and linear measurements are made with equal precision.
Correction to latitude/departure of a side is directly proportional to the length of that side.
The linear error is assumed to be proportional to lтАЛ and angular error inversely proportional to lтАЛ.
Simple to compute and widely applied in routine engineering surveying.
Effectively distributes errors without altering the overall shape of the traverse drastically.
Assumes equal precision for both linear and angular measurements, which may not hold true if superior instruments (like total stations) are used.
Not theoretically rigorous compared to the Least Squares method.
Balancing closed compass traverses.
Adjusting land and boundary survey measurements where precision of linear and angular equipment is comparable.
| Feature | Bowditch Rule | Transit Rule |
|---|---|---|
Precision Assumption | Linear and angular measurements have equal precision | Angular measurements are more precise than linear measurements |
Correction Proportional To | Length of the line (l) | Latitude or departure of the line (L or D) |
Option A shows the mathematical expression for Bowditch rule: CLтАЛ┬аor┬аCDтАЛ=╬гL┬аor┬а╬гD├Ч╬гllтАЛ.
Option B explicitly names the Bowditch rule.
Because Option A states the mathematical formula and Option B names the rule, both options describe the same method, making Option D correct.
D is correct тАФ Both Option A (the mathematical formula for correcting latitude/departure) and Option B (the name 'Bowditch rule') represent the required method.
Remember: Bowditch rule is used when angular and linear measurements are equally precise (CтИЭl), whereas Transit rule is used when angular measurements are more precise than linear measurements (CLтАЛтИЭL and CDтАЛтИЭD).