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Class 10 Mathematics
Some Applications of Trigonometry - Calculating heights and distances using angles of elevation and depression with standard trigonometric ratios
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MathematicsClass 10Some Applications of Trigonometry

Some Applications of Trigonometry - Calculating heights and distances using angles of elevation and depression with standard trigonometric ratios

2026-09-1917 min readRHS Academic Faculty
Overview & Key Summary:Some Applications of Trigonometry Calculating Heights and Distances In theoretical trigonometry, ratios such as sine, cosine, and tangent are defined using abstract rightangled...

Some Applications of Trigonometry - Calculating Heights and Distances

In theoretical trigonometry, ratios such as sine, cosine, and tangent are defined using abstract right-angled triangles. In practical geometry and real-world measurement, these mathematical ratios serve as a powerful indirect measurement tool. Historically developed for astronomy, geography, and celestial navigation, trigonometry allows us to determine the height of towering structures, the depth of valleys, or the distance to distant objects without physically scaling or traversing them.

In Class 10 Mathematics, Chapter 9 (Some Applications of Trigonometry) translates pure trigonometric concepts into practical problem-solving methods. By converting physical contexts into geometric diagrams of right-angled triangles, we can easily calculate unknown lengths and heights using measured angles and known baseline distances.


Fundamental Concepts & Terminology

To solve height and distance problems accurately, you must first master the specific terminology used to construct geometric diagrams from textual descriptions.

                  [Object observed]
                        /|
                       / |
       Line of Sight  /  |
                     /   | Height
                    /    |
  Observer's Eye --+-----|  [Foot of object]
    (Angle of     | Base |
    Elevation θ)  +------+
               Horizontal Level

1. Line of Sight

The line of sight is the imaginary straight line drawn from the eye of an observer to the point or object being observed.

2. Horizontal Level

The horizontal level is the straight horizontal line passing through the eye of the observer, parallel to the ground surface.

3. Angle of Elevation

When an object is located above the horizontal level, the observer must raise their head to view it. The angle formed between the line of sight and the horizontal level is defined as the angle of elevation.

Angle of Elevation (θ)=∠ (Line of Sight, Horizontal Level looking UP)\text{Angle of Elevation } (\theta) = \angle \text{ (Line of Sight, Horizontal Level looking UP)}Angle of Elevation (θ)=∠ (Line of Sight, Horizontal Level looking UP)

4. Angle of Depression

When an object is located below the horizontal level, the observer must lower their head to view it. The angle formed between the line of sight and the horizontal level is defined as the angle of depression.

Angle of Depression (ϕ)=∠ (Line of Sight, Horizontal Level looking DOWN)\text{Angle of Depression } (\phi) = \angle \text{ (Line of Sight, Horizontal Level looking DOWN)}Angle of Depression (ϕ)=∠ (Line of Sight, Horizontal Level looking DOWN)

  Observer's Eye --+----------------- Horizontal Level
                    \  (Angle of      (Parallel to Ground)
                     \  Depression φ)
      Line of Sight   \
                       \
                        * [Object observed below]
  =================================== Ground Level

Crucial Geometric Property: Since the horizontal level through the observer's eye is always parallel to the ground level, the angle of depression from an elevated observer to a ground point is mathematically equal to the angle of elevation from the ground point back to the observer (due to alternate interior angles formed by parallel lines).

Angle of Depression from top=Angle of Elevation from bottom\text{Angle of Depression from top} = \text{Angle of Elevation from bottom}Angle of Depression from top=Angle of Elevation from bottom


Standard Trigonometric Ratios Table

To evaluate height and distance equations, you must know the standard trigonometric values for acute angles (0∘,30∘,45∘,60∘,90∘0^\circ, 30^\circ, 45^\circ, 60^\circ, 90^\circ0∘,30∘,45∘,60∘,90∘).

Ratio0∘0^\circ0∘30∘30^\circ30∘45∘45^\circ45∘60∘60^\circ60∘90∘90^\circ90∘
sin⁡θ\sin \thetasinθ00012\frac{1}{2}21​12\frac{1}{\sqrt{2}}2​1​32\frac{\sqrt{3}}{2}23​​111
cos⁡θ\cos \thetacosθ11132\frac{\sqrt{3}}{2}23​​12\frac{1}{\sqrt{2}}2​1​12\frac{1}{2}21​000
tan⁡θ\tan \thetatanθ00013\frac{1}{\sqrt{3}}3​1​1113\sqrt{3}3​Undefined
cot⁡θ\cot \thetacotθUndefined3\sqrt{3}3​11113\frac{1}{\sqrt{3}}3​1​000
sec⁡θ\sec \thetasecθ11123\frac{2}{\sqrt{3}}3​2​2\sqrt{2}2​222Undefined
csc⁡θ\csc \thetacscθUndefined2222\sqrt{2}2​23\frac{2}{\sqrt{3}}3​2​111

Useful square root approximations for final calculations:

  • 2≈1.414\sqrt{2} \approx 1.4142​≈1.414
  • 3≈1.732\sqrt{3} \approx 1.7323​≈1.732

Step-by-Step Problem-Solving Methodology

Every heights and distances question can be systematically solved using the following five steps:

  1. Read and Conceptualize: Read the question carefully and distinguish between the height of the object, the position of the observer, and the horizontal distances involved.
  2. Construct a Right-Angled Diagram: Sketch a clear, labeled 2D diagram. Represent vertical objects (towers, poles, trees, buildings) as vertical line segments perpendicular to the horizontal ground (90∘90^\circ90∘).
  3. Account for Observer Height: If the height of the observer is explicitly given (e.g., "A 1.5 m tall boy..."), draw the observer as a vertical segment and measure the angle of elevation from the top of the observer's line of sight. If no height is mentioned, treat the observer as a point on the ground.
  4. Identify Appropriate Trigonometric Ratios:
    • If working with Perpendicular (PPP) and Base (BBB), use tan⁡θ=PB\tan \theta = \frac{P}{B}tanθ=BP​ or cot⁡θ=BP\cot \theta = \frac{B}{P}cotθ=PB​.
    • If working with Hypotenuse (HHH) and Perpendicular (PPP), use sin⁡θ=PH\sin \theta = \frac{P}{H}sinθ=HP​.
    • If working with Hypotenuse (HHH) and Base (BBB), use cos⁡θ=BH\cos \theta = \frac{B}{H}cosθ=HB​.
  5. Solve System of Linear/Algebraic Equations: For complex diagrams involving two right triangles sharing a common side, set up simultaneous equations and solve for the target variable. Rationalize surds in denominators where appropriate.

Real-World Applications

1. Land Surveying and Civil Engineering

Engineers and land surveyors measure the height of mountains, bridges, and tall infrastructure using an optical instrument called a clinometer (or theodolite). A clinometer measures the angle of elevation from a known baseline position, allowing the height of structures to be computed without physical scaling.

2. Maritime Navigation & Lighthouses

Lighthouse keepers and naval navigators determine a ship's distance from dangerous reefs or shorelines. By measuring the angle of depression of a ship from the top of a cliff or lighthouse of known height, navigators can compute the exact distance to shore using d=h⋅cot⁡ϕd = h \cdot \cot \phid=h⋅cotϕ.

3. Aviation & Radar Systems

Air traffic controllers and pilots calculate an aircraft's approach glide path using altitude and ground distance ratios. Trigonometric calculations ensure that an aircraft maintains a safe descent angle (typically 3∘3^\circ3∘ in commercial aviation) relative to the runway threshold.


Step-by-Step Solved Examples

Example 1: Single Right Triangle (Finding Tower Height)

Problem: A tower stands vertically on the ground. From a point on the ground, which is 20 m20\text{ m}20 m away from the foot of the tower, the angle of elevation of the top of the tower is found to be 60∘60^\circ60∘. Find the height of the tower.

Solution:

Let ABABAB be the vertical tower of height h metresh\text{ metres}h metres. Let CCC be the point of observation on the ground such that BC=20 mBC = 20\text{ m}BC=20 m. The angle of elevation ∠ACB=60∘\angle ACB = 60^\circ∠ACB=60∘.

  A (Top of tower)
  | \
  |  \
h |   \
  |    \
  | 60° \
  B------C
    20 m

In the right-angled triangle △ABC\triangle ABC△ABC, ∠B=90∘\angle B = 90^\circ∠B=90∘:

tan⁡(∠ACB)=PerpendicularBase=ABBC\tan(\angle ACB) = \frac{\text{Perpendicular}}{\text{Base}} = \frac{AB}{BC}tan(∠ACB)=BasePerpendicular​=BCAB​

tan⁡60∘=h20\tan 60^\circ = \frac{h}{20}tan60∘=20h​

Substitute the value tan⁡60∘=3\tan 60^\circ = \sqrt{3}tan60∘=3​:

3=h20\sqrt{3} = \frac{h}{20}3​=20h​

h=203 mh = 20\sqrt{3}\text{ m}h=203​ m

Taking 3≈1.732\sqrt{3} \approx 1.7323​≈1.732:

h=20×1.732=34.64 mh = 20 \times 1.732 = 34.64\text{ m}h=20×1.732=34.64 m

Answer: The height of the tower is 203 m20\sqrt{3}\text{ m}203​ m (or 34.64 m34.64\text{ m}34.64 m).


Example 2: Observer Height Included (Electrical Maintenance)

Problem: An electrician needs to repair an electric fault on a pole of height 5 m5\text{ m}5 m. She needs to reach a point 1.3 m1.3\text{ m}1.3 m below the top of the pole to undertake the repair work. What should be the length of the ladder that she should use which, when inclined at an angle of 60∘60^\circ60∘ to the horizontal, would enable her to reach the required position? Also, how far from the foot of the pole should she place the foot of the ladder? (Use 3=1.73\sqrt{3} = 1.733​=1.73)

Solution:

Let ADADAD be the electric pole of height 5 m5\text{ m}5 m. The electrician needs to reach point BBB such that:

AB=1.3 mAB = 1.3\text{ m}AB=1.3 m

BD=AD−AB=5 m−1.3 m=3.7 mBD = AD - AB = 5\text{ m} - 1.3\text{ m} = 3.7\text{ m}BD=AD−AB=5 m−1.3 m=3.7 m

Let BCBCBC represent the ladder of length L metresL\text{ metres}L metres, inclined at ∠BCD=60∘\angle BCD = 60^\circ∠BCD=60∘ to the horizontal ground CDCDCD.

  A
  | 1.3m
  B
  | \
  |  \
  |   \ L (Ladder)
3.7m   \
  |     \
  |  60° \
  D-------C
      d

Step 1: Finding the length of the ladder (LLL)

In right-angled triangle △BDC\triangle BDC△BDC, ∠D=90∘\angle D = 90^\circ∠D=90∘:

sin⁡60∘=PerpendicularHypotenuse=BDBC\sin 60^\circ = \frac{\text{Perpendicular}}{\text{Hypotenuse}} = \frac{BD}{BC}sin60∘=HypotenusePerpendicular​=BCBD​

32=3.7L\frac{\sqrt{3}}{2} = \frac{3.7}{L}23​​=L3.7​

L=3.7×23=7.41.73≈4.28 mL = \frac{3.7 \times 2}{\sqrt{3}} = \frac{7.4}{1.73} \approx 4.28\text{ m}L=3​3.7×2​=1.737.4​≈4.28 m

Step 2: Finding the distance of the foot of the ladder from the pole (ddd)

cot⁡60∘=BasePerpendicular=CDBD\cot 60^\circ = \frac{\text{Base}}{\text{Perpendicular}} = \frac{CD}{BD}cot60∘=PerpendicularBase​=BDCD​

13=d3.7\frac{1}{\sqrt{3}} = \frac{d}{3.7}3​1​=3.7d​

d=3.73=3.71.73≈2.14 md = \frac{3.7}{\sqrt{3}} = \frac{3.7}{1.73} \approx 2.14\text{ m}d=3​3.7​=1.733.7​≈2.14 m

Answer:

  • Length of the ladder required = 4.28 m4.28\text{ m}4.28 m
  • Distance from foot of the pole = 2.14 m2.14\text{ m}2.14 m

Example 3: Dual Angles (Elevation and Depression Combined)

Problem: From the top of a 7 m7\text{ m}7 m high building, the angle of elevation of the top of a cable tower is 60∘60^\circ60∘ and the angle of depression of its foot is 45∘45^\circ45∘. Determine the height of the tower.

Solution:

Let ABABAB be the building of height 7 m7\text{ m}7 m. Let CDCDCD be the cable tower of height H metresH\text{ metres}H metres. Draw AE⊥CDAE \perp CDAE⊥CD such that ABDEABDEABDE forms a rectangle where AE=BDAE = BDAE=BD and ED=AB=7 mED = AB = 7\text{ m}ED=AB=7 m. Let CE=hCE = hCE=h, so total height of tower CD=H=h+7CD = H = h + 7CD=H=h+7.

        C (Top of tower)
       /|
      / |
     /  | h
    /   |
  A+----E
  | \ 45|
7m|  \  | 7m
  |45°\ |
  B-----D
     x

From point AAA:

  • Angle of elevation of top CCC: ∠CAE=60∘\angle CAE = 60^\circ∠CAE=60∘
  • Angle of depression of foot DDD: ∠EAD=45∘\angle EAD = 45^\circ∠EAD=45∘

Since horizontal lines AEAEAE and BDBDBD are parallel:

∠ADB=∠EAD=45∘(Alternate interior angles)\angle ADB = \angle EAD = 45^\circ\quad \text{(Alternate interior angles)}∠ADB=∠EAD=45∘(Alternate interior angles)

Step 1: In right triangle △ABD\triangle ABD△ABD

tan⁡45∘=ABBD\tan 45^\circ = \frac{AB}{BD}tan45∘=BDAB​

1=7x  ⟹  x=7 m1 = \frac{7}{x} \implies x = 7\text{ m}1=x7​⟹x=7 m

Thus, horizontal distance AE=BD=7 mAE = BD = 7\text{ m}AE=BD=7 m.

Step 2: In right triangle △CEA\triangle CEA△CEA

tan⁡60∘=CEAE\tan 60^\circ = \frac{CE}{AE}tan60∘=AECE​

3=h7  ⟹  h=73 m\sqrt{3} = \frac{h}{7} \implies h = 7\sqrt{3}\text{ m}3​=7h​⟹h=73​ m

Step 3: Calculating total height of tower CDCDCD

H=CE+ED=73+7=7(3+1) mH = CE + ED = 7\sqrt{3} + 7 = 7(\sqrt{3} + 1)\text{ m}H=CE+ED=73​+7=7(3​+1) m

Substituting 3≈1.732\sqrt{3} \approx 1.7323​≈1.732:

H=7(1.732+1)=7(2.732)=19.124 mH = 7(1.732 + 1) = 7(2.732) = 19.124\text{ m}H=7(1.732+1)=7(2.732)=19.124 m

Answer: The height of the cable tower is 7(3+1) m7(\sqrt{3} + 1)\text{ m}7(3​+1) m (or 19.12 m19.12\text{ m}19.12 m).


Example 4: Variable Shadow Length (Changing Angle of Sun)

Problem: The shadow of a tower standing on level ground is found to be 40 m40\text{ m}40 m longer when the Sun's altitude is 30∘30^\circ30∘ than when it is 60∘60^\circ60∘. Find the height of the tower.

Solution:

Let ABABAB be the vertical tower of height h metresh\text{ metres}h metres. Let CCC and DDD be the endpoints of the shadows when the Sun's angle of elevation (altitude) is 60∘60^\circ60∘ and 30∘30^\circ30∘, respectively. Given: CD=40 mCD = 40\text{ m}CD=40 m. Let BC=x metresBC = x\text{ metres}BC=x metres. Therefore, BD=x+40 metresBD = x + 40\text{ metres}BD=x+40 metres.

      A (Top of tower)
      | \
      |  \
    h |   \
      |    \
      | 60° \ 30°
      B------C-------D
         x     40 m

Step 1: In right triangle △ABC\triangle ABC△ABC

tan⁡60∘=ABBC\tan 60^\circ = \frac{AB}{BC}tan60∘=BCAB​

3=hx  ⟹  x=h3— (Equation 1)\sqrt{3} = \frac{h}{x} \implies x = \frac{h}{\sqrt{3}} \quad \text{--- (Equation 1)}3​=xh​⟹x=3​h​— (Equation 1)

Step 2: In right triangle △ABD\triangle ABD△ABD

tan⁡30∘=ABBD\tan 30^\circ = \frac{AB}{BD}tan30∘=BDAB​

13=hx+40\frac{1}{\sqrt{3}} = \frac{h}{x + 40}3​1​=x+40h​

x+40=h3— (Equation 2)x + 40 = h\sqrt{3} \quad \text{--- (Equation 2)}x+40=h3​— (Equation 2)

Step 3: Substitute Equation 1 into Equation 2

h3+40=h3\frac{h}{\sqrt{3}} + 40 = h\sqrt{3}3​h​+40=h3​

40=h3−h340 = h\sqrt{3} - \frac{h}{\sqrt{3}}40=h3​−3​h​

40=h(3−13)40 = h \left( \sqrt{3} - \frac{1}{\sqrt{3}} \right)40=h(3​−3​1​)

40=h(3−13)=h(23)40 = h \left( \frac{3 - 1}{\sqrt{3}} \right) = h \left( \frac{2}{\sqrt{3}} \right)40=h(3​3−1​)=h(3​2​)

h=40×32=203 mh = \frac{40 \times \sqrt{3}}{2} = 20\sqrt{3}\text{ m}h=240×3​​=203​ m

Answer: The height of the tower is 203 m20\sqrt{3}\text{ m}203​ m (or 34.64 m34.64\text{ m}34.64 m).


Common Student Mistakes to Avoid

MistakeDescription / Wrong MethodCorrect Method
Misidentifying Angle of DepressionPlacing the angle of depression between the vertical axis and the line of sight.Always measure the angle of depression relative to the horizontal line of sight. Use alternate interior angles to bring it down to the ground.
Omitting Observer's HeightAdding or forgetting to add the observer's eye-level height to the final answer.If observer height hobsh_{obs}hobs​ is given, calculate htriangleh_{triangle}htriangle​ first, then Htotal=htriangle+hobsH_{total} = h_{triangle} + h_{obs}Htotal​=htriangle​+hobs​.
Swapping tan⁡θ\tan \thetatanθ ValuesConfusing values of tan⁡30∘\tan 30^\circtan30∘ (13\frac{1}{\sqrt{3}}3​1​) and tan⁡60∘\tan 60^\circtan60∘ (3\sqrt{3}3​).Remember that larger angles yield larger tangents: tan⁡30∘<1<tan⁡60∘\tan 30^\circ < 1 < \tan 60^\circtan30∘<1<tan60∘.
Incorrect Distance PartitioningAssuming a point between two objects divides the distance equally (x=D2x = \frac{D}{2}x=2D​) when angles are different.Set segment lengths as xxx and (D−x)(D - x)(D−x). They are only equal if the angles of elevation from both ends are identical.

Practice Questions for Self-Assessment

Practice Question 1

Two poles of equal heights are standing opposite each other on either side of the road, which is 80 m80\text{ m}80 m wide. From a point between them on the road, the angles of elevation of the top of the poles are 60∘60^\circ60∘ and 30∘30^\circ30∘, respectively. Find the height of the poles and the distances of the point from the poles.

Detailed Solution:

Let ABABAB and CDCDCD be two poles of equal height hhh standing on opposite sides of road BD=80 mBD = 80\text{ m}BD=80 m. Let PPP be a point on BDBDBD. Let BP=x mBP = x\text{ m}BP=x m, then PD=(80−x) mPD = (80 - x)\text{ m}PD=(80−x) m. Given: ∠APB=60∘\angle APB = 60^\circ∠APB=60∘ and ∠CPD=30∘\angle CPD = 30^\circ∠CPD=30∘.

  A                 C
  |                 |
  |                 |
h |                 | h
  | 60°         30° |
  B-----+-----------D
     x     80 - x

In △ABP\triangle ABP△ABP:

tan⁡60∘=ABBP  ⟹  3=hx  ⟹  h=x3— (Eq. 1)\tan 60^\circ = \frac{AB}{BP} \implies \sqrt{3} = \frac{h}{x} \implies h = x\sqrt{3} \quad \text{--- (Eq. 1)}tan60∘=BPAB​⟹3​=xh​⟹h=x3​— (Eq. 1)

In △CDP\triangle CDP△CDP:

tan⁡30∘=CDPD  ⟹  13=h80−x  ⟹  h=80−x3— (Eq. 2)\tan 30^\circ = \frac{CD}{PD} \implies \frac{1}{\sqrt{3}} = \frac{h}{80 - x} \implies h = \frac{80 - x}{\sqrt{3}} \quad \text{--- (Eq. 2)}tan30∘=PDCD​⟹3​1​=80−xh​⟹h=3​80−x​— (Eq. 2)

Equating Eq. 1 and Eq. 2:

x3=80−x3x\sqrt{3} = \frac{80 - x}{\sqrt{3}}x3​=3​80−x​

3x=80−x  ⟹  4x=80  ⟹  x=20 m3x = 80 - x \implies 4x = 80 \implies x = 20\text{ m}3x=80−x⟹4x=80⟹x=20 m

Substitute x=20x = 20x=20 into Eq. 1:

h=203 mh = 20\sqrt{3}\text{ m}h=203​ m

Distances of the point from the poles:

  • Distance from first pole (BPBPBP) = 20 m20\text{ m}20 m
  • Distance from second pole (PDPDPD) = 80−20=60 m80 - 20 = 60\text{ m}80−20=60 m

Final Answer:

  • Height of each pole = 203 m20\sqrt{3}\text{ m}203​ m (or 34.64 m34.64\text{ m}34.64 m)
  • Distances of the point from the poles = 20 m20\text{ m}20 m and 60 m60\text{ m}60 m

Practice Question 2

As observed from the top of a 75 m75\text{ m}75 m high lighthouse from the sea-level, the angles of depression of two ships are 30∘30^\circ30∘ and 45∘45^\circ45∘. If one ship is exactly behind the other on the same side of the lighthouse, find the distance between the two ships.

Detailed Solution:

Let ABABAB be the lighthouse of height 75 m75\text{ m}75 m. Let CCC and DDD be the positions of the two ships along the same straight line from the foot BBB. Angle of depression to ship CCC (closer ship) = 45∘  ⟹  ∠ACB=45∘45^\circ \implies \angle ACB = 45^\circ45∘⟹∠ACB=45∘. Angle of depression to ship DDD (farther ship) = 30∘  ⟹  ∠ADB=30∘30^\circ \implies \angle ADB = 30^\circ30∘⟹∠ADB=30∘.

  A (Top)
  |\
  | \
75|  \
  |   \
  | 45°\ 30°
  B----C-------D
    y     y_diff

In △ABC\triangle ABC△ABC:

tan⁡45∘=ABBC  ⟹  1=75BC  ⟹  BC=75 m\tan 45^\circ = \frac{AB}{BC} \implies 1 = \frac{75}{BC} \implies BC = 75\text{ m}tan45∘=BCAB​⟹1=BC75​⟹BC=75 m

In △ABD\triangle ABD△ABD:

tan⁡30∘=ABBD  ⟹  13=75BD  ⟹  BD=753 m\tan 30^\circ = \frac{AB}{BD} \implies \frac{1}{\sqrt{3}} = \frac{75}{BD} \implies BD = 75\sqrt{3}\text{ m}tan30∘=BDAB​⟹3​1​=BD75​⟹BD=753​ m

Distance between the two ships CD=BD−BCCD = BD - BCCD=BD−BC:

CD=753−75=75(3−1) mCD = 75\sqrt{3} - 75 = 75(\sqrt{3} - 1)\text{ m}CD=753​−75=75(3​−1) m

Substituting 3≈1.732\sqrt{3} \approx 1.7323​≈1.732:

CD=75(1.732−1)=75×0.732=54.9 mCD = 75(1.732 - 1) = 75 \times 0.732 = 54.9\text{ m}CD=75(1.732−1)=75×0.732=54.9 m

Final Answer: The distance between the two ships is 75(3−1) m75(\sqrt{3} - 1)\text{ m}75(3​−1) m (or 54.9 m54.9\text{ m}54.9 m).


Practice Question 3

A 1.2 m1.2\text{ m}1.2 m tall girl spots a balloon moving with the wind in a horizontal line at a height of 88.2 m88.2\text{ m}88.2 m from the ground. The angle of elevation of the balloon from the eyes of the girl at any instant is 60∘60^\circ60∘. After some time, the angle of elevation reduces to 30∘30^\circ30∘. Find the distance traveled by the balloon during the interval.

Detailed Solution:

Height of balloon above ground = 88.2 m88.2\text{ m}88.2 m. Height of girl = 1.2 m1.2\text{ m}1.2 m. Height of balloon above girl's eye level (hhh) = 88.2−1.2=87 m88.2 - 1.2 = 87\text{ m}88.2−1.2=87 m.

Let AAA and BBB be initial and final positions of the balloon. Let EEE be the eye of the girl.

  A----------B  (Balloon line)
  |          |
 87m        87m
  | 60°  30° |
  C----------D
  |          | 1.2m
  E----------F (Eye line)

In right triangle △ACE\triangle ACE△ACE:

tan⁡60∘=ACEC  ⟹  3=87EC  ⟹  EC=873=293 m\tan 60^\circ = \frac{AC}{EC} \implies \sqrt{3} = \frac{87}{EC} \implies EC = \frac{87}{\sqrt{3}} = 29\sqrt{3}\text{ m}tan60∘=ECAC​⟹3​=EC87​⟹EC=3​87​=293​ m

In right triangle △BDE\triangle BDE△BDE:

tan⁡30∘=BDED  ⟹  13=87ED  ⟹  ED=873 m\tan 30^\circ = \frac{BD}{ED} \implies \frac{1}{\sqrt{3}} = \frac{87}{ED} \implies ED = 87\sqrt{3}\text{ m}tan30∘=EDBD​⟹3​1​=ED87​⟹ED=873​ m

Distance traveled by balloon = CD=ED−ECCD = ED - ECCD=ED−EC:

CD=873−293=583 mCD = 87\sqrt{3} - 29\sqrt{3} = 58\sqrt{3}\text{ m}CD=873​−293​=583​ m

Substituting 3≈1.732\sqrt{3} \approx 1.7323​≈1.732:

CD=58×1.732=100.456 mCD = 58 \times 1.732 = 100.456\text{ m}CD=58×1.732=100.456 m

Final Answer: The distance traveled by the balloon is 583 m58\sqrt{3}\text{ m}583​ m (or 100.46 m100.46\text{ m}100.46 m).


Practice Question 4

A straight highway leads to the foot of a tower. A man standing at the top of the tower observes a car at an angle of depression of 30∘30^\circ30∘, which is approaching the foot of the tower with a uniform speed. Six seconds later, the angle of depression of the car is found to be 60∘60^\circ60∘. Find the time taken by the car to reach the foot of the tower from this point.

Detailed Solution:

Let AB=hAB = hAB=h be the height of the tower. Let CCC be the initial position of the car at t=0t = 0t=0 with angle of depression 30∘30^\circ30∘ (∠ACB=30∘\angle ACB = 30^\circ∠ACB=30∘). Let DDD be the position of the car at t=6 secondst = 6\text{ seconds}t=6 seconds with angle of depression 60∘60^\circ60∘ (∠ADB=60∘\angle ADB = 60^\circ∠ADB=60∘). Let the uniform speed of the car be v units/secondv\text{ units/second}v units/second.

  A (Top)
  |\
  | \
h |  \
  |   \
  | 60°\ 30°
  B----D-------C
       <-6 sec->

In right triangle △ABD\triangle ABD△ABD:

tan⁡60∘=ABBD  ⟹  3=hBD  ⟹  BD=h3\tan 60^\circ = \frac{AB}{BD} \implies \sqrt{3} = \frac{h}{BD} \implies BD = \frac{h}{\sqrt{3}}tan60∘=BDAB​⟹3​=BDh​⟹BD=3​h​

In right triangle △ABC\triangle ABC△ABC:

tan⁡30∘=ABBC  ⟹  13=hBC  ⟹  BC=h3\tan 30^\circ = \frac{AB}{BC} \implies \frac{1}{\sqrt{3}} = \frac{h}{BC} \implies BC = h\sqrt{3}tan30∘=BCAB​⟹3​1​=BCh​⟹BC=h3​

Distance covered in 6 seconds (CDCDCD):

CD=BC−BD=h3−h3=h(3−13)=2h3CD = BC - BD = h\sqrt{3} - \frac{h}{\sqrt{3}} = h \left( \frac{3 - 1}{\sqrt{3}} \right) = \frac{2h}{\sqrt{3}}CD=BC−BD=h3​−3​h​=h(3​3−1​)=3​2h​

Speed of the car (vvv):

v=DistanceTime=2h36=h33 units/secv = \frac{\text{Distance}}{\text{Time}} = \frac{\frac{2h}{\sqrt{3}}}{6} = \frac{h}{3\sqrt{3}}\text{ units/sec}v=TimeDistance​=63​2h​​=33​h​ units/sec

Time required to travel remaining distance BDBDBD:

Time=Distance BDSpeed v=h3h33=h3×33h=3 seconds\text{Time} = \frac{\text{Distance } BD}{\text{Speed } v} = \frac{\frac{h}{\sqrt{3}}}{\frac{h}{3\sqrt{3}}} = \frac{h}{\sqrt{3}} \times \frac{3\sqrt{3}}{h} = 3\text{ seconds}Time=Speed vDistance BD​=33​h​3​h​​=3​h​×h33​​=3 seconds

Final Answer: The time taken by the car to reach the foot of the tower from point DDD is 3 seconds3\text{ seconds}3 seconds.


Exam Revision & Frequently Asked Questions (FAQs)

FAQ 1: Why is tan⁡θ\tan \thetatanθ used far more frequently than sin⁡θ\sin \thetasinθ or cos⁡θ\cos \thetacosθ in height and distance problems?

In practical real-world scenarios, vertical heights (buildings, trees, towers) and horizontal ground distances are easily accessible and measurable. Since the tangent ratio explicitly links the vertical side (Perpendicular) and horizontal side (Base) without requiring knowledge of the slant hypotenuse, tan⁡θ=PerpendicularBase\tan \theta = \frac{\text{Perpendicular}}{\text{Base}}tanθ=BasePerpendicular​ is the most direct ratio for height-and-distance problems.

FAQ 2: What is the exact geometric relation between angle of elevation and angle of depression?

If an observer at point AAA looks down at an object at point BBB, the angle of depression is ϕ\phiϕ. If an observer at point BBB looks up at point AAA, the angle of elevation is θ\thetaθ.

Because horizontal reference lines through AAA and BBB are strictly parallel to each other, the two angles are alternate interior angles, meaning θ=ϕ\theta = \phiθ=ϕ.

FAQ 3: Should final answers be left in square root form (3\sqrt{3}3​) or converted to decimals in CBSE Board Exams?

Follow these criteria:

  1. If the question explicitly specifies a value (e.g., "Take 3=1.732\sqrt{3} = 1.7323​=1.732"), you must substitute the decimal value and calculate the simplified numerical result.
  2. If no value for 3\sqrt{3}3​ is given, leaving your answer in rationalized surd form (e.g., 203 m20\sqrt{3}\text{ m}203​ m) is acceptable and earns full marks. However, ensure that square roots are removed from the denominator (e.g., write 2033 m\frac{20\sqrt{3}}{3}\text{ m}3203​​ m instead of 203 m\frac{20}{\sqrt{3}}\text{ m}3​20​ m).

FAQ 4: How do I handle multi-step problems where angles change over time?

For uniform motion problems:

  1. Label positions at time t1t_1t1​ and time t2t_2t2​.
  2. Express distances x1x_1x1​ and x2x_2x2​ in terms of height hhh using right-triangle trigonometry.
  3. Determine the distance covered Δx=∣x2−x1∣\Delta x = |x_2 - x_1|Δx=∣x2​−x1​∣.
  4. Apply the formula Speed=ΔxΔt\text{Speed} = \frac{\Delta x}{\Delta t}Speed=ΔtΔx​ to derive the rate, and then solve for required unknown times or distances.
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