Skip to main content

Resection point O from stations A, B, C

Short answer

Correct 30" closure in observed angles, then use Tienstra's method with triangle ABC interior angles. O = 3152.804 m E, 8259.788 m N.

Stations A, B and C have the following respective coordinates (2876.24 mE, 8754.11 mN), (3810.80 mE, 7997.25 mN) and (2959.39 mE, 7487.09 mN) respectively. Station 'O' was established and following observations were recorded by a theodolite.

Pointing towardsHorizontal Circle Readings
A90°00'00"
B230°58'51"
C313°17'05"
A90°00'30"

Determine the coordinates of resection point 'O'.

The three-point problem is solved by Tienstra's method.

Observed angles at O

Readings: A = 90°00'00", B = 230°58'51", C = 313°17'05", A (closing) = 90°00'30".

  • ∠AOB=140∘58′51′′\angle AOB = 140^\circ58'51'', ∠BOC=82∘18′14′′\angle BOC = 82^\circ18'14'', ∠COA=136∘43′25′′\angle COA = 136^\circ43'25'' (sum 360°00'30")
  • The closing error of 30" is shared equally (−10" each): ∠AOB=140∘58′41′′\angle AOB = 140^\circ58'41'', ∠BOC=82∘18′04′′\angle BOC = 82^\circ18'04'', ∠COA=136∘43′15′′\angle COA = 136^\circ43'15''.

Tienstra's formula. Let the known stations be S1,S2,S3S_1, S_2, S_3 with interior angles A,B,CA, B, C of the triangle S1S2S3S_1S_2S_3 at them. Let α,β,γ\alpha, \beta, \gamma be the observed angles at P subtended by the opposite sides: α=∠S2PS3\alpha = \angle S_2PS_3, β=∠S3PS1\beta = \angle S_3PS_1, γ=∠S1PS2\gamma = \angle S_1PS_2 (α+β+γ=360∘\alpha+\beta+\gamma = 360^\circ). Then

K1=1cot⁡A−cot⁡α,K2=1cot⁡B−cot⁡β,K3=1cot⁡C−cot⁡γK_1 = \frac{1}{\cot A - \cot\alpha},\quad K_2 = \frac{1}{\cot B - \cot\beta},\quad K_3 = \frac{1}{\cot C - \cot\gamma} EP=K1E1+K2E2+K3E3K1+K2+K3,NP=K1N1+K2N2+K3N3K1+K2+K3E_P = \frac{K_1E_1 + K_2E_2 + K_3E_3}{K_1+K_2+K_3}, \qquad N_P = \frac{K_1N_1 + K_2N_2 + K_3N_3}{K_1+K_2+K_3}

Data

StationEasting (m)Northing (m)
A2876.2408754.110
B3810.8007997.250
C2959.3907487.090

Angles at O: ∠AOB=γ=140°58′41"\angle AOB = \gamma = 140°58'41", ∠BOC=α=82°18′04"\angle BOC = \alpha = 82°18'04", ∠COA=β=136°43′15"\angle COA = \beta = 136°43'15" (sum = 360°00'00").

Step 1: Angles of the triangle ABC from the coordinates

SideBearingLength (m)
AB129°00'09"1202.597
BC239°04'13"992.553
CA356°14'43"1269.745

Interior angles: AA (at A) =47°14′34"= 47°14'34", BB (at B) =69°55′56"= 69°55'56", CC (at C) =62°49′30"= 62°49'30" (sum 180°00'00").

Step 2: Tienstra constants

K1=1cot⁡47°14′−cot⁡82°18′04"=1.26672K2=1cot⁡69°55′−cot⁡136°43′15"=0.70065K3=1cot⁡62°49′−cot⁡140°58′41"=0.57231\begin{aligned} K_1 &= \frac{1}{\cot 47°14' - \cot 82°18'04"} = 1.26672 \\ K_2 &= \frac{1}{\cot 69°55' - \cot 136°43'15"} = 0.70065 \\ K_3 &= \frac{1}{\cot 62°49' - \cot 140°58'41"} = 0.57231 \end{aligned}

ΣK=2.53967\Sigma K = 2.53967

Step 3: Coordinates of O

EO=(1.26672)(2876.240)+(0.70065)(3810.800)+(0.57231)(2959.390)2.53967=3152.804 mE_O = \frac{(1.26672)(2876.240) + (0.70065)(3810.800) + (0.57231)(2959.390)}{2.53967} = 3152.804\ \text{m} NO=(1.26672)(8754.110)+(0.70065)(7997.250)+(0.57231)(7487.090)2.53967=8259.788 mN_O = \frac{(1.26672)(8754.110) + (0.70065)(7997.250) + (0.57231)(7487.090)}{2.53967} = 8259.788\ \text{m}

Check: the angles computed back from these coordinates are 140°58'41", 82°18'04" and 136°43'15", equal to the observed angles.

Answer: coordinates of O = (3152.804 E, 8259.788 N).

✓ Answer checked by Claude Opus 5.5 (high effort)

All Surveying II chapter 5 questions →