- 2057 Chaitra · 10 marks
Corrected bearings, closed link traverse T1-T2
Short answer
Angular misclosure = -5″ (computed bearing 5″ too large, known minus computed). Corrected bearings: T1-A 310°17′20″, A-B 42°57′19″, B-C 130°24′46″, C-D 37°27′16″, D-E 327°02′54″, E-T2 57°32′52″.
The following data apply to a closed "link" traverse. Compute the corrected bearings and the angular misclosure.
| Station | Measured angle (angle to the right) |
|---|---|
| T1 | |
| A | 272°40′00″ |
| B | 267°27′28″ |
| C | 87°02′31″ |
| D | 109°35′39″ |
| E | 270°29′59″ |
| T2 |
Corrected bearing of the starting line (T1 to A) = 310°17′20″; corrected bearing of the closing line (E to T2) = 57°32′52″.
The bearings of the first line (T1A) and the last line (ET2) are known (corrected). The bearing of ET2 is computed through the five angles to the right at A, B, C, D and E, and compared with its known value.
Rule (angles to the right): (add or subtract to bring the result between and ).
Step 1: Bearings computed from the observed angles
| Line | Working | Computed FB |
|---|---|---|
| T1-A | given | 310°17′20″ |
| A-B | 310°17′20″ + 180° + 272°40′00″ − 720° | 42°57′20″ |
| B-C | 42°57′20″ + 180° + 267°27′28″ − 360° | 130°24′48″ |
| C-D | 130°24′48″ + 180° + 87°02′31″ − 360° | 37°27′19″ |
| D-E | 37°27′19″ + 180° + 109°35′39″ | 327°02′58″ |
| E-T2 | 327°02′58″ + 180° + 270°29′59″ − 720° | 57°32′57″ |
Computed FB of E-T2 = 57°32′57″; given (known) FB of E-T2 = 57°32′52″.
Step 2: Angular misclosure
The computed bearing is 5″ too large. The misclosure is small (a few seconds), so it is distributed equally among the five angles.
Step 3: Adjustment
Total correction = −0°00′05″ (added to the computed bearing of the last line). It is distributed equally over the 5 observed angles: −0°00′05″ / 5 = −0°00′01″ per angle. The correction to a line is −0°00′01″ multiplied by the number of angles used to reach it.
| Line | Computed FB | Correction | Corrected FB | Corrected BB |
|---|---|---|---|---|
| T1-A | 310°17′20″ | 0 | 310°17′20″ | 130°17′20″ |
| A-B | 42°57′20″ | −0°00′01″ | 42°57′19″ | 222°57′19″ |
| B-C | 130°24′48″ | −0°00′02″ | 130°24′46″ | 310°24′46″ |
| C-D | 37°27′19″ | −0°00′03″ | 37°27′16″ | 217°27′16″ |
| D-E | 327°02′58″ | −0°00′04″ | 327°02′54″ | 147°02′54″ |
| E-T2 | 57°32′57″ | −0°00′05″ | 57°32′52″ | 237°32′52″ |
Check: the corrected FB of the last line equals the given value 57°32′52″.
Answer: angular misclosure = −5″ (known − computed; the computed bearing is 5″ too large). Corrected bearings: T1A 310°17′20″, AB 42°57′19″, BC 130°24′46″, CD 37°27′16″, DE 327°02′54″, ET2 57°32′52″.
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- Angle misclosure, closed link traverse AT1-ET2 · Surveying I, chapter 4
- Angular misclosure, link traverse ABCDEFG · Surveying I, chapter 4
- Corrected bearings of closed traverse PQRST · Surveying I, chapter 4
- Link traverse XP to TY, angles to right · Surveying I, chapter 4
- Link traverse PABCQ: permissible misclosure · Surveying I, chapter 4
- Link traverse M2 to M8 bearings · Surveying I, chapter 4
- Closed loop/link traverse, misclosure terms · Surveying II, chapter 1
- Closed loop/link traverse, misclosure balancing · Surveying II, chapter 1
- Adjust traverse A-X to E-Y bearings · Surveying II, chapter 1
- Closed traverse ABCDA missing data, C(1200, 2000) · Surveying II, chapter 1