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Anallatic tacheometer distance XY, gradient

Short answer

With C=0: X gives D=217.761 m, V=−39.705 m; Y gives D=201.507 m, V=+26.529 m. Using hair readings, ΔH=(26.529−1.500)−(−39.705−1.987)=+66.721 m. The angle at P is 29°35′, so XY=108.189 m; gradient = 66.721/108.189 = 0.6167, rising 1 in 1.6 (61.67%).

A tacheometer fitted with an anallatic lens and having multiplying constant of 100 was setup at station 'P'. The following readings were taken with the staff held vertically.

S.NStaff StationBearingVertical AngleStaff interceptAxial hair reading
1X40°35'-10°20'2.251.987
2Y70°10'+7°30'2.051.500

Calculate the distance XY and the gradient between X and Y.

Anallatic lens: C=0C=0, K=100K=100. The intercept ss is given, the axial hair reading hh is the staff reading at the central hair, and the height of instrument cancels in the difference of levels.

With the staff held vertical and the line of sight inclined at angle θ\theta (additive constant zero):

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

where ss is the staff intercept and θ\theta the vertical angle.

Step 1: Horizontal distance and vertical component of each sight

Point X (bearing 40°35', angle of depression 10∘20′10^\circ 20'):

s=2.250 mD=100×2.250×cos⁡210∘20′=217.761 mV=12×100×2.250×sin⁡2(10∘20′)=−39.705 m\begin{aligned} s&=2.250\ \text{m}\\ D&=100\times2.250\times\cos^2 10^\circ 20'=217.761\ \text{m}\\ V&=\tfrac12\times100\times2.250\times\sin 2(10^\circ 20')=-39.705\ \text{m} \end{aligned}

Point Y (bearing 70°10', angle of elevation 7∘30′7^\circ 30'):

s=2.050 mD=100×2.050×cos⁡27∘30′=201.507 mV=12×100×2.050×sin⁡2(7∘30′)=26.529 m\begin{aligned} s&=2.050\ \text{m}\\ D&=100\times2.050\times\cos^2 7^\circ 30'=201.507\ \text{m}\\ V&=\tfrac12\times100\times2.050\times\sin 2(7^\circ 30')=26.529\ \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)=(+26.529−1.500)−(−39.705−1.987)=+66.721 m\begin{aligned} \Delta H&=(V_{Y}-h_{Y})-(V_{X}-h_{X})\\ &=(+26.529-1.500)-(-39.705-1.987)=+66.721\ \text{m} \end{aligned}

Step 3: Horizontal distance XY

The angle at P between the two lines is the difference of the bearings: 70∘10′−40∘35′=29∘35′70^\circ10'-40^\circ35'=29^\circ 35'.

XY=D12+D22−2D1D2cos⁡γ=217.7612+201.5072−2×217.761×201.507cos⁡29∘35′=108.189 m\begin{aligned} XY&=\sqrt{D_1^2+D_2^2-2D_1D_2\cos\gamma}\\ &=\sqrt{217.761^2+201.507^2-2\times217.761\times201.507\cos 29^\circ 35'}=108.189\ \text{m} \end{aligned}

Step 4: Gradient

Gradient=ΔHXY=66.721108.189=0.61671\text{Gradient}=\frac{\Delta H}{XY}=\frac{66.721}{108.189}=0.61671

The line from X to Y is rising: 1 in 1.6, i.e. 61.67 %, an angle of 31∘39′45′′31^\circ 39'45'' with the horizontal.

Answer: XY = 108.19 m; difference in level = +66.721 m; gradient rising 1 in 1.6 (61.67 %, 31°40').

✓ Answer checked by Claude Opus 5.5 (high effort)

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