196/3336–9FE Reference Handbook 10.4 · Civil · Surveying · Traverse

Handbook formula

Latitudes, Departures, and Closure

Azimuth from north: lat = L cos az, dep = L sin az (east +). Linear closure E over perimeter P is the precision 1:(P/E). Compass rule distributes corrections proportional to side length.

Northing change
Easting change
Linear misclosure

Step-by-step solved example

One course 100 m due N, next 100 m due E, close with 141.4 m SW? Ideal close?

ABCDEclosure
lat/dep close the traverse loop; misclosure E.
  1. 1. Sums

    Σlat=+100, Σdep=+100 so far. Need lat=−100, dep=−100.

  2. 2. Length

    L=√(100²+100²)=141.4 m at azimuth 225° (S 45° W).

Answer: 141.4 m at S 45° W

10 practice questions

0/10 correct

1.A closed traverse of perfect data has

2.Precision 1:5000 means

3.Compass (Bowditch) correction to a side is proportional to

4.Course 80 m, az 30°: lat ≈

5.Due west departure is

6.If E=0.20 m and P=1000 m, ratio is

7.Transit rule weights by

8.Bearing N 90° E is

9.Missing one side (length+bearing) is solved from

10.sin and cos of azimuth need