Skip to main content

Missing bearings of BC and DE in traverse

Short answer

The resultant of the known lines is 1002.05 m, exceeding the sum of BC and DE lengths (728 m), so no triangle can be formed. Therefore, with the given data, the bearings of BC and DE cannot be computed; field notes must be rechecked.

The following traverse notes were taken during a field survey in which the bearing of lines BC and DE could not be taken due to some reasons. Compute the missing data.

LineABBCCDDEEFFA
Length (m)87232277040610791480
Q.BN41°35'W??N63°12'W??S26°39'EN53°30'E

For a closed traverse ΣLat=0\Sigma\text{Lat}=0 and ΣDep=0\Sigma\text{Dep}=0. The lengths of BC and DE are known but their bearings are not, so the two lines must together cancel the resultant of the four lines AB, CD, EF and FA. The lines BC, DE and that resultant form a triangle, which is solved by the cosine rule.

Step 1: Resultant of the known lines

LineLength (m)BearingLatitudeDeparture
AB872318°25'+652.248-578.754
CD770296°48'+347.176-687.291
EF1079153°21'-964.370+483.974
FA148053°30'+880.338+1189.708
Sum+915.391+407.637
r=915.3912+407.6372=1002.05 mϕ=tan⁡−1−407.637−915.391=204∘00′  (direction of the vector BC + DE)\begin{aligned} r&=\sqrt{915.391^2+407.637^2}=1002.05\ \text{m}\\ \phi&=\tan^{-1}\frac{-407.637}{-915.391}=204^\circ 00'\ \ (\text{direction of the vector BC + DE}) \end{aligned}

Step 2: Triangle test

BC and DE must together make up a vector of length rr, which is possible only if

∣DE−BC∣=84 m ≤ r ≤ BC+DE=728 m|DE-BC|=84\ \text{m}\ \le\ r\ \le\ BC+DE=728\ \text{m}

Here r=1002.05r=1002.05 m is greater than BC+DE=728BC+DE=728 m. A triangle with sides 322 m, 406 m and 1002.05 m does not exist, so no real bearings of BC and DE satisfy closure with the lengths and bearings as recorded. The cosine rule gives

cos⁡α=r2+lBC2−lDE22 r lBC=1002.052+3222−40622×1002.05×322=1.461\cos\alpha=\frac{r^2+l_{BC}^2-l_{DE}^2}{2\,r\,l_{BC}}=\frac{1002.05^2+322^2-406^2}{2\times1002.05\times322}=1.461

A cosine cannot exceed 1, so the triangle is impossible. With the printed figures the closure check fails by a large margin, so one or more of the recorded lengths or bearings (AB, CD, EF, FA, BC, DE) must be wrong and need to be re-observed.

Method to apply once the data are correct

  1. Compute rr and ϕ\phi as in Step 1.
  2. Compute α\alpha from the cosine rule above; then bearing of BC =ϕ±α=\phi\pm\alpha.
  3. Find the bearing of DE from the remaining vector: tan⁡θDE=−(ΣDep+DepBC)−(ΣLat+LatBC)\tan\theta_{DE}=\dfrac{-(\Sigma\text{Dep}+\text{Dep}_{BC})}{-(\Sigma\text{Lat}+\text{Lat}_{BC})}, placing it in the correct quadrant.
  4. Check that ΣLat=ΣDep=0\Sigma\text{Lat}=\Sigma\text{Dep}=0.

Answer: with the data as given, the bearings of BC and DE cannot be computed, because the resultant of the known lines (1002.05 m) exceeds the sum of the two unknown lengths (728 m); the field notes need to be rechecked.

✓ Answer checked by Claude Opus 5.5 (high effort)

All Surveying II chapter 1 questions →