- 2078 Chaitra · 8 marks
Resection point O inside triangle N, P, G
Short answer
Applying Tienstra's method with adjusted angles ∠NOP=140°04'55", ∠POG=99°25'58", ∠GON=120°29'07", and triangle angles from the given N,P,G coordinates, the unknown point O has coordinates (346069.994 mE, 3061715.988 mN).
The co-ordinates of three stations are known Nagarkot (N), Phulchowki (P) and Nagarjun (G). A resection point "O" is set inside the triangle and the observations taken for horizontal angle to these known stations from "O" are given in the table below along with the co-ordinates of the three known stations. Calculate the co-ordinate of resection point "O".
| Known station | Easting (m) | Northing (m) | Horizontal Angle |
|---|---|---|---|
| Nagarkot (N) | 352836.105 | 3066097.505 | ∠NOP = 140°04'45" |
| Phulchowki (P) | 342615.318 | 3050525.416 | ∠POG = 99°25'48" |
| Nagarjun (G) | 329189.716 | 3070164.918 | ∠GON = 120°28'57" |
The observed angles are , , . Their sum is 359°59'30", a misclosure of 30". It is shared equally (+10" to each angle): , , .
Tienstra's formula. Let the known stations be with interior angles of the triangle at them. Let be the observed angles at the unknown point P subtended by the opposite sides: , , (). Then
Data
| Station | Easting (m) | Northing (m) |
|---|---|---|
| N | 352836.105 | 3066097.505 |
| P | 342615.318 | 3050525.416 |
| G | 329189.716 | 3070164.918 |
Angles at O: , , (sum = 360°00'00").
Step 1: Angles of the triangle NPG from the coordinates
| Side | Bearing | Length (m) |
|---|---|---|
| NP | 213°16'44" | 18626.713 |
| PG | 325°38'36" | 23789.847 |
| GN | 99°45'36" | 23993.657 |
Interior angles: (at N) , (at P) , (at G) (sum 180°00'00").
Step 2: Tienstra constants
Step 3: Coordinates of O
Check: the angles computed back from these coordinates are 140°04'55", 99°25'58" and 120°29'07", equal to the adjusted observed angles.
Answer: coordinates of O = (346069.994 E, 3061715.988 N).
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- Resection point O from stations A, B, C · Surveying II, chapter 5
- Coordinates of O from Swoyambhu, Harisiddhi, Chovar · Surveying II, chapter 5
- Three point analytical resection, average coordinates of O · Surveying II, chapter 5
- Intersection vs resection, three point method · Surveying II, chapter 5
- Resection, two point problem, intersection · Surveying II, chapter 5
- Derive three point analytical resection · Surveying II, chapter 5 · asked 2×
- Booking format for two-set horizontal angle · Surveying I, chapter 7
- Resection by three point problem · Surveying I, chapter 6
- Double mass curve, station X and 18 stations · Engineering Hydrology, chapter 2
- Double mass curve, station X and 25 stations, 1941-1976 · Engineering Hydrology, chapter 2