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Motion at Constant Acceleration - Examples

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Runway Design — Required Takeoff Speed and Runway Length

Question: You are designing an airport for small planes. One kind of airplane that might use this airfield must reach a speed before takeoff of at least v and can accelerate at a constant rate of a.

(a) If the runway is 150 m long, can this airplane reach the required speed for takeoff?

(b) If not, what minimum length must the runway have?

Note: The numerical values of the required speed and acceleration are missing from the supplied question, so the solution below is expressed in terms of v and a.

Given Information

Initial speed: u = 0 m/s

Required takeoff speed: v m/s

Constant acceleration: a m/s²

Available runway length: s = 150 m

Method 1: Use the Third Equation of Motion

Since the airplane starts from rest and accelerates uniformly, use the equation that connects velocity, acceleration, and displacement without requiring time:

v² = u² + 2as

Since u = 0:

v² = 2as

The minimum runway length needed to reach takeoff speed v is:

smin = v² 2a

Compare this required length with the available 150 m.

Case 1: If v²/(2a) ≤ 150, the airplane can reach the required takeoff speed within the runway.

Case 2: If v²/(2a) > 150, the runway is too short. The minimum required runway length is v²/(2a).

Part (a): Can It Take Off Within 150 m?

Find the maximum speed the airplane can reach over 150 m. Use:

vmax² = 2a(150)

vmax² = 300a

vmax = √(300a)

Compare this speed with the required takeoff speed v.

If √(300a) ≥ v, the airplane can reach takeoff speed in 150 m.

If √(300a) < v, it cannot reach the required speed in 150 m.

Part (b): Minimum Runway Length

The airplane must accelerate from rest to the required takeoff speed v. From:

v² = 2as

Rearranging:

smin = v² 2a

Substitute the numerical takeoff speed and acceleration from the complete textbook question to obtain the runway length in metres.

Alternate Method 2: Use Average Velocity

For constant acceleration, the average velocity is:

vavg = u + v 2

Since the airplane starts from rest, u = 0:

vavg = v/2

Distance travelled equals average velocity multiplied by time:

s = vavgt

s = vt/2

Using v = at, the time to reach the takeoff speed is:

t = v/a

Substitute into the distance equation:

s = v 2 × v a

s = v²/(2a)

This gives the same minimum runway length as Method 1.

Alternate Method 3: Use the Time Equation First

First calculate how long the airplane needs to reach takeoff speed:

v = u + at

Since u = 0:

t = v/a

Then use the displacement equation:

s = ut + ½at²

Since u = 0:

s = ½at²

s = ½a(v/a)²

s = v²/(2a)

Final Results

Maximum speed over 150 m: vmax = √(300a)

Can the plane take off? Yes, if √(300a) ≥ v; otherwise, no.

Minimum runway length: smin = v²/(2a)

Key idea: For an airplane starting from rest and accelerating uniformly, the minimum runway distance is v²/(2a). The numerical answer requires the missing takeoff speed and acceleration values.
2

Acceleration of a Car — Crossing an Intersection

Question: How long does it take a car to cross a 30.0-m-wide intersection after the light turns green, if the car accelerates from rest at a constant 2.00 m/s²?

Given Information

Initial velocity: u = 0 m/s

Acceleration: a = 2.00 m/s²

Displacement: s = 30.0 m

Time: t = ?

Method 1: Using the Second Equation of Motion

For constant acceleration, the displacement equation is:

s = ut + 1 2 at²

Substitute the given values:

30.0 = (0)t + 1 2 (2.00)t²

30.0 = t²

t² = 30.0

t = √30.0

t ≈ 5.48 s

Answer: 5.48 s

Alternate Method 2: Using Average Velocity

First, calculate the final velocity using:

v = u + at

Since u = 0:

v = at

For constant acceleration, average velocity is:

vavg = u + v 2

Because u = 0 and v = at:

vavg = at/2

Displacement equals average velocity multiplied by time:

s = vavgt

s = (at/2)t

s = at²/2

t = √(2s/a)

t = √[(2 × 30.0)/2.00]

t ≈ 5.48 s

Alternate Method 3: Using the Third Equation of Motion

The third equation is:

v² = u² + 2as

Substitute u = 0, a = 2.00 m/s², and s = 30.0 m:

v² = 0² + 2(2.00)(30.0)

v² = 120

v = √120

v ≈ 10.95 m/s

Now use the first equation of motion:

v = u + at

10.95 = 0 + 2.00t

t = 10.95/2.00

t ≈ 5.48 s

Final Check

The car starts from rest and accelerates uniformly. Its final speed after crossing the intersection is approximately 10.95 m/s.

Its average velocity is:

vavg = (0 + 10.95)/2 ≈ 5.48 m/s

Therefore:

t = 30.0/5.48 ≈ 5.48 s
Final Answer:

Time taken ≈ 5.48 s
Key idea: When a car starts from rest and accelerates uniformly, use s = ½at² to find the time directly.
3

Car Accelerating During a Quarter-Mile Race

Question: A car starts from rest and accelerates at a constant 10 m/s2 during a ¼-mile (402 m) race. How fast is the car going at the finish line?

Options

(a) 8040 m/s

(b) 90 m/s

(c) 81 m/s

(d) 804 m/s

Given Data

  • Initial velocity: u = 0 m/s (starts from rest)
  • Constant acceleration: a = 10 m/s2
  • Displacement: s = 402 m
  • Final velocity: v = ?

Method 1: Equation of Motion

Since the initial velocity, acceleration and displacement are known, use the third equation of motion:

v2 = u2 + 2as

Substitute the given values:

v2 = 02 + 2 × 10 × 402

v2 = 8040

v = √8040

v ≈ 89.67 m/s

Rounding to the nearest whole number:

v ≈ 90 m/s

Method 2: Using Average Velocity

For constant acceleration, the average velocity is the arithmetic mean of the initial and final velocities:

vavg = (u + v)/2

Using displacement = average velocity × time:

s = [(u + v)/2]t

Because u = 0:

s = vt/2, so v = 2s/t.

From the first equation of motion, v = at, hence t = v/a.

Substitute this into the displacement equation:

s = v(v/a)/2 = v2/(2a)

Therefore:

v2 = 2as

v = √(2 × 10 × 402)

v ≈ 90 m/s

Method 3: Using a Velocity–Time Graph

Since acceleration is constant and the car starts from rest, its velocity increases uniformly from 0 to v. The area under the velocity–time graph gives the displacement.

The graph is a triangle, so:

Displacement = ½ × base × height

402 = ½ × t × v

804 = tv

Using v = at, we get t = v/10.

Substitute:

804 = v × (v/10)

v2 = 8040

v ≈ 90 m/s

Method 4: Using the Distance–Time Equation

For motion from rest with constant acceleration:

s = ut + ½at2

Since u = 0:

402 = ½ × 10 × t2

402 = 5t2

t2 = 80.4

t = √80.4 ≈ 8.97 s

Now use v = u + at:

v = 0 + 10 × 8.97

v ≈ 89.7 m/s ≈ 90 m/s

Final Answer

Correct option: (b) 90 m/s

Key Idea: When initial velocity, constant acceleration and displacement are given, use v2 = u2 + 2as to find the final velocity directly, without first calculating time.
4

Example 2–9: Braking Distances

EXAMPLE 2–9   ESTIMATE   Braking distances. Estimate the minimum stopping distance for a car, which is important for traffic safety and traffic design. The problem is best dealt with in two parts, two separate time intervals. (1) The first time interval begins when the driver decides to hit the brakes, and ends when the foot touches the brake pedal. This is the “reaction time” during which the speed is constant, so a = 0. (2) The second time interval is the actual braking period when the vehicle slows down (a ≠ 0) and comes to a stop. The stopping distance depends on the reaction time of the driver, the initial speed of the car (the final speed is zero), and the deceleration of the car. For a dry road and good tires, good brakes can decelerate a car at a rate of about 5 m/s² to 8 m/s². Calculate the total stopping distance for an initial velocity of 50 km/h (= 14 m/s ≈ 31 mi/h) and assume the acceleration of the car is −6.0 m/s² (the minus sign appears because the velocity is taken to be in the positive x direction and its magnitude is decreasing). Reaction time for normal drivers varies from perhaps 0.3 s to about 1.0 s; take it to be 0.50 s.

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1. Given Information

Initial velocity: u = 14 m/s

Final velocity: v = 0 m/s

Braking acceleration: a = −6.0 m/s²

Reaction time: tᵣ = 0.50 s

Required: Total stopping distance

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2. Understanding the Two Stages

The complete stopping process consists of two separate time intervals.

Stage 1: Reaction Time

The driver decides to brake, but the foot has not yet touched the brake pedal. The car continues at constant speed during this interval.

Acceleration: a = 0

Stage 2: Braking Period

The brakes are applied, and the car slows down until its velocity becomes zero.

Acceleration: a = −6.0 m/s²

sₜₒₜₐₗ = sᵣ + sᵦ

Total stopping distance = Reaction distance + Braking distance

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3. Method 1 — Calculate Both Distances Separately

Part A: Reaction Distance

During the reaction time, the speed remains constant. Therefore, distance is equal to velocity multiplied by time.

sᵣ = utᵣ

Substitute the values:

sᵣ = 14 × 0.50

sᵣ = 7.0 m

Reaction distance = 7.0 m

Part B: Braking Distance

During braking, the initial velocity is 14 m/s, the final velocity is zero, and acceleration is −6.0 m/s².

Use the third equation of motion:

v² = u² + 2as

Substitute the values:

0² = 14² + 2(−6.0)sᵦ

0 = 196 − 12sᵦ

12sᵦ = 196

sᵦ = 196/12

sᵦ = 16.33 m

Part C: Total Stopping Distance

sₜₒₜₐₗ = sᵣ + sᵦ

sₜₒₜₐₗ = 7.0 + 16.33

sₜₒₜₐₗ = 23.33 m

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4. Alternate Method — Calculate Braking Time First

First calculate the time taken by the car to stop after the brakes are applied.

Use the first equation of motion:

v = u + at

Substitute the values:

0 = 14 − 6.0tᵦ

6.0tᵦ = 14

tᵦ = 14/6.0

tᵦ = 2.33 s

For constant acceleration, average velocity during braking is:

vₐᵥg = (u + v)/2

vₐᵥg = (14 + 0)/2

vₐᵥg = 7.0 m/s

Braking distance is average velocity multiplied by braking time:

sᵦ = vₐᵥg × tᵦ

sᵦ = 7.0 × 2.33

sᵦ ≈ 16.33 m

Add the reaction distance:

sₜₒₜₐₗ = 7.0 + 16.33 ≈ 23.33 m
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5. Alternate Method — Use the Second Equation of Motion

We can also calculate the braking distance directly from the second equation of motion:

sᵦ = utᵦ + ½atᵦ²

We already know that the braking time is: tᵦ = 14/6 s.

Substitute the values:

sᵦ = 14(14/6) + ½(−6.0)(14/6)²

sᵦ = 32.67 − 16.33

sᵦ = 16.33 m

Therefore:

sₜₒₜₐₗ = 7.0 + 16.33 ≈ 23.33 m
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6. Alternate Method — Direct Stopping-Distance Formula

The braking distance for constant deceleration can be calculated directly using the magnitude of acceleration.

sᵦ = u²/(2|a|)

The total stopping distance is the sum of the reaction distance and the braking distance.

sₜₒₜₐₗ = utᵣ + u²/(2|a|)

Substitute the values:

sₜₒₜₐₗ = 14(0.50) + 14²/[2(6.0)]

sₜₒₜₐₗ = 7.0 + 196/12

sₜₒₜₐₗ = 7.0 + 16.33

sₜₒₜₐₗ ≈ 23.33 m

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7. Estimation and Physical Interpretation

The reaction distance is about 7 m because the car travels at 14 m/s for half a second.

During braking, the speed decreases uniformly from 14 m/s to zero. Its average speed is 7 m/s, and the braking time is approximately 2.33 s.

Therefore, the braking distance is approximately:

7 × 2.33 ≈ 16.33 m

Adding both parts gives a total stopping distance of about 23 m.

Reaction distance

sᵣ = utᵣ

It depends on the initial speed and reaction time.

Braking distance

sᵦ = u²/(2|a|)

It depends on the square of the initial speed and the magnitude of the braking acceleration.

If the initial speed doubles, while reaction time and braking acceleration remain unchanged, reaction distance doubles and braking distance becomes four times as large.

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8. Final Answer and Key Idea

Reaction distance = 7.0 m

Braking distance ≈ 16.33 m

Total stopping distance ≈ 23.33 m ≈ 23 m

Key idea: Total stopping distance equals reaction distance plus braking distance. Treat the two intervals separately because the acceleration is zero during reaction time but negative during braking.
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