Surveying Problems

Definition 1. The bearing of A from B relative to a North, N, is the (possibly reflex) clockwise angle formed between NA and AB. If the angle is smaller than 100°, we still denote it using 3 digits, as exemplified below.

A coastguard station on a 300-metre cliff at O monitors two vessels: Ship A and Ship B. Ship A is located at a bearing of 040° from the North, and Ship B is located at a bearing of 115° from the North.

Problem 1. Calculate the distance between Ship A and Ship B. Hence, calculate the bearing of Ship B from Ship A.

(Click for Solution)

Solution. Firstly, \angle AOB = 115^\circ - 40^\circ = 75^\circ. By the law of cosines,

\begin{aligned} AB^2 &= 8^2 + 11^2 - 2 \cdot 8 \cdot 11 \cdot \cos 75^\circ \\ &= 185 - 176 \cos 75^\circ \\ &= 139.44784, \\ AB &= \sqrt{139.44784} \\ &= 11.808 \\ &\approx 11.8\, \text{km}. \end{aligned}

By the law of sines,

\begin{aligned} \frac{\sin \angle OAB}{11} &= \frac{\sin 75^\circ}{11.808} \\ \sin \angle OAB &= 0.89982 \\ \angle OAB &= 64.135^\circ. \end{aligned}

Draw an extra north \mathrm N_2 at A as follows.

Using internal angles, since O\mathrm N \parallel A \mathrm N_2,

\angle OA\mathrm N_2 = 180^\circ - 40^\circ = 140^\circ.

Since angles at a point sum to 360^\circ, the required bearing is given by

\displaystyle 360^\circ - 140^\circ - 64.135^\circ = 155.865^\circ \approx 155.9^\circ.

Definition 2. The angle of elevation of a point T from G is defined by \alpha as follows. Similar, the angle of depression of G from T is defined by \beta as follows.

Problem 2. Determine the point P on AB that maximises the angle of depression of P from the top of the coastguard station.

(Click for Solution)

Solution. Let d denote the horizontal distance, in kilometres, from the coastguard station to P.

The angle of depression, using alternate angles, is given by \beta, where

\displaystyle \tan \beta = \frac{0.3}{d}.

Since \beta is acute, it is maximised when d is minimised. This distance occurs when d is perpendicular to AB:

Therefore, using basic trigonometry,

\begin{aligned} \sin \angle OAB &= \frac d8 \\ 8 \sin \angle OAB &= d .\end{aligned}

Hence,

\begin{aligned} \tan \beta &= \frac{0.3}{8 \sin \angle OAB} \\ &= \frac{0.3}{8 \cdot 0.89982} \\ &= 0.041675. \end{aligned}

Therefore, \beta = 2.3864^\circ \approx 2.9^\circ.

Problem 3. A buoy is equidistant from A and B and equidistant between OB and OA. Estimate the distance of the buoy from O.

(Click for Solution)

Solution. We draw the perpendicular bisector of AB and the angle bisector of angle \angle AOB as follows.

Letting X denote the buoy, the required distance is approximately 12.0 km.

—Joel Kindiak, 8 Apr 26, 2110H

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