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Gradient between X and Y from R

Short answer

Using D=Ks cos²θ and V=½Ks sin2θ, then cosine rule for XY. XY = 326.21 m, ΔH = +8.293 m, gradient rising 1 in 39.3 (2.54%).

A tachometric survey was done to find the gradient between X and Y. Tacheometer consist of an anallatic lens was used and following observations were made from section R on vertical staff.

Inst. Stn.Staff pointStadia hair readingsVertical angleBearing
RX0.915, 1.750, 2.585+15°345°
Y0.760, 2.240, 3.715+10°75°

Anallatic lens: C=0C=0, K=100K=100. The middle hair reading is the axial reading hh. The height of instrument is not given, so only the difference in level between X and Y is found (it cancels).

Staff held vertical, line of sight inclined at angle θ\theta (additive constant zero, which is the case for an anallatic lens or C=0C=0):

D=Kscos⁡2θ,V=12Kssin⁡2θD=Ks\cos^2\theta,\qquad V=\tfrac12Ks\sin2\theta

where ss is the staff intercept, θ\theta the vertical angle and K=100K=100, C=0C=0.

Step 1: Horizontal distance and vertical component of each sight

Point X (bearing 345°00', angle of elevation 15∘00′15^\circ 00'):

s=2.585−0.915=1.670 mD=100×1.670×cos⁡215∘00′=155.813 mV=12×100×1.670×sin⁡2(15∘00′)=41.750 m\begin{aligned} s&=2.585-0.915=1.670\ \text{m}\\ D&=100\times1.670\times\cos^2 15^\circ 00'=155.813\ \text{m}\\ V&=\tfrac12\times100\times1.670\times\sin 2(15^\circ 00')=41.750\ \text{m} \end{aligned}

Point Y (bearing 75°00', angle of elevation 10∘00′10^\circ 00'):

s=3.715−0.760=2.955 mD=100×2.955×cos⁡210∘00′=286.590 mV=12×100×2.955×sin⁡2(10∘00′)=50.533 m\begin{aligned} s&=3.715-0.760=2.955\ \text{m}\\ D&=100\times2.955\times\cos^2 10^\circ 00'=286.590\ \text{m}\\ V&=\tfrac12\times100\times2.955\times\sin 2(10^\circ 00')=50.533\ \text{m} \end{aligned}

Step 2: Difference in level

The height of instrument is the same for both sights, so it cancels (RL of point == RL of axis +V−h+V-h):

ΔH=(VY−hY)−(VX−hX)=(+50.533−2.240)−(+41.750−1.750)=+8.293 m\begin{aligned} \Delta H&=(V_{Y}-h_{Y})-(V_{X}-h_{X})\\ &=(+50.533-2.240)-(+41.750-1.750)=+8.293\ \text{m} \end{aligned}

Step 3: Horizontal distance XY

The angle at R between the two lines is the difference of the bearings, 90∘00′90^\circ 00' (345°00' and 75°00').

XY=D12+D22−2D1D2cos⁡γ=155.8132+286.5902−2×155.813×286.590cos⁡90∘00′=326.207 m\begin{aligned} XY&=\sqrt{D_1^2+D_2^2-2D_1D_2\cos\gamma}\\ &=\sqrt{155.813^2+286.590^2-2\times155.813\times286.590\cos 90^\circ 00'}=326.207\ \text{m} \end{aligned}

Step 4: Gradient

Gradient=ΔHXY=8.293326.207=0.02542\text{Gradient}=\frac{\Delta H}{XY}=\frac{8.293}{326.207}=0.02542

The line from X to Y is rising: 1 in 39.3, i.e. 2.54 %, an angle of 1∘27′23′′1^\circ 27'23'' with the horizontal.

Answer: XY = 326.21 m; difference in level = +8.293 m; gradient rising 1 in 39.3 (2.54 %, 1°27').

✓ Answer checked by Claude Opus 5.5 (high effort)

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