- 2078 Chaitra · 10 marks
Anti-clockwise traverse PQRSP missing data
Short answer
QR = 561.600 m; SP bearing = 313°43' (N46°17'W); deflection at P = 88°43' left, at S = 86°17' left. Coordinates relative to R: S (7171.409 mN, 2665.880 mE), P (7528.075 mN, 2292.875 mE), Q (7219.210 mN, 1984.011 mE).
In a four sided anti-clockwise traverse PQRSP the following information are given.
| Side | Length (m) | Deflection angle | Bearing | Co-ordinates |
|---|---|---|---|---|
| PQ | 436.80 | ? | S45°W | ? |
| QR | ? | 85°00' Left | ? | ? |
| RS | 499.20 | 100°00' Left | ? | R = 2345 mE, 6789 mN |
| SP | 516.084 | ? | ? | ? |
a) Compute all the missing figures. b) Compute the co-ordinates of other points with respect to R.
The traverse P-Q-R-S-P is anticlockwise, so each deflection is to the left and bearing of a line = bearing of previous line − left deflection. Unknowns: length QR, bearing SP (length SP is given), deflections at P and S, and the coordinates.
Step 1: Bearings that can be fixed
- PQ = S45°W = 180° + 45° = 225°00'
- QR = 225°00' − 85°00' = 140°00'
- RS = 140°00' − 100°00' = 40°00'
Latitude and departure of PQ and RS:
Their sums are m and m.
Step 2: Length of QR and bearing of SP
Closure requires . With QR of unknown length at , the vector SP is and its length is 516.084 m:
So QR = 561.600 m.
Then SP: latitude , departure .
(North-west quadrant, N 46°17' W.)
| Line | Length (m) | Bearing | Latitude | Departure |
|---|---|---|---|---|
| PQ | 436.800 | 225°00' | -308.864 | -308.864 |
| QR | 561.600 | 140°00' | -430.210 | +360.989 |
| RS | 499.200 | 40°00' | +382.409 | +320.880 |
| SP | 516.084 | 313°43' | +356.665 | -373.005 |
| Sum | +0.000 | +0.000 |
Step 3: Missing deflection angles
- At P: bearing SP − bearing PQ = 313°43' − 225°00' = 88°43' left
- At S: bearing RS − bearing SP = 40°00' − 313°43' + 360° = 86°17' left
Check: 88°43' + 85°00' + 100°00' + 86°17' = 360°00', as required for a closed anticlockwise traverse.
| Station | Left deflection |
|---|---|
| P (SP to PQ) | 88°43' (computed) |
| Q (PQ to QR) | 85°00' (given) |
| R (QR to RS) | 100°00' (given) |
| S (RS to SP) | 86°17' (computed) |
Step 4: Coordinates with respect to R (R = 2345 mE, 6789 mN)
Going round R to S to P to Q and back to R:
| Station | Northing (m) | Easting (m) |
|---|---|---|
| R | 6789.000 | 2345.000 |
| S | 7171.409 | 2665.880 |
| P | 7528.075 | 2292.875 |
| Q | 7219.210 | 1984.011 |
| R (check) | 6789.000 | 2345.000 |
The traverse closes on R, so the work is checked.
Answer: QR = 561.600 m; SP bearing = 313°43'; deflection at P = 88°43' L, at S = 86°17' L; bearings PQ 225°00', QR 140°00', RS 40°00'. Coordinates: S (7171.409 N, 2665.880 E), P (7528.075 N, 2292.875 E), Q (7219.210 N, 1984.011 E).
✓ Answer checked by Claude Opus 5.5 (high effort)
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