3.6 Velocity-Time Graphs

Definition

A velocity-time graph (v-t graph) represents the velocity of an object as a function of time.

  • The vertical axis (y-axis) shows the instantaneous velocity
  • The horizontal axis (x-axis) shows the elapsed time (t) in seconds (s)

Reading a Velocity-Time Graph

To determine the kinematic properties of an object at any instant from a v-t graph:

Vertical Position (y-value): Gives the instantaneous velocity and the direction of motion.

  • Above the time axis (v > 0): The object is moving in the positive direction (forward).
  • Below the time axis (v < 0): The object is moving in the negative direction (backward).
  • On the time axis (v = 0): The object is momentarily at rest or actively reversing its direction of motion.

Horizontal Position (x-value): Indicates the elapsed time (t).

Figure 3.6.1 – Reading instantaneous velocity and motion direction from coordinates on a v-t graph.

Slope of a Velocity-Time Graph

The slope of a line on a velocity-time graph equals the acceleration (a) of the object:

Slope=RiseRun=ΔvΔt=vfvitfti=a\text{Slope}=\frac{\text{Rise}}{\text{Run}}=\frac{\Delta v}{\Delta t}=\frac{v_f-v_i}{t_f-t_i}=a

Units of Slope: m/s²

  • A steeper line indicates a greater magnitude of acceleration (velocity changes at a faster rate).
  • A straight line indicates that the object experiences constant (uniform) acceleration.
  • A horizontal line indicates zero acceleration (a = 0), meaning the velocity remains constant.
Figure 3.6.2 – A linear velocity-time graph showing constant acceleration calculated via slope

Positive, Negative, and Zero Slope

  • Positive Slope (a > 0): The line rises to the right. Velocity is increasing in the positive direction (speeding up forward) or becoming less negative (slowing down backward).
  • Zero Slope (a = 0): The line is completely horizontal. Velocity does not change over time (constant speed in a straight line).
  • Negative Slope (a < 0): The line falls to the right. Velocity is decreasing in the positive direction (slowing down forward) or becoming more negative (speeding up backward).
Figure 3.6.3 – Physical interpretation of positive slope (a>0)(a>0), zero slope (a=0)(a=0), and negative slope (a<0)(a<0).

Average vs. Instantaneous Acceleration

When an object accelerates non-uniformly, the velocity-time graph is curved rather than straight:

Average Acceleration (aavg): The slope of the secant line connecting two distinct points (t1, v1) and (t2, v2) on the curve:

aavg=v2v1t2t1=ΔvΔta_{\text{avg}} = \frac{v_2 – v_1}{t_2 – t_1} = \frac{\Delta v}{\Delta t}

Instantaneous Acceleration (a): The slope of the tangent line touching the curve at a single specific instant in time (t).

Figure 3.6.4 – Secant line representing average acceleration aavga_{avg} versus tangent line representing instantaneous acceleration aa on a non-linear vtv-t curve.

Area Under a Velocity-Time Graph (Displacement)

1. Why Area Equals Displacement?

The fundamental relationship between velocity, time, and displacement is:

Δx=vΔt\Delta x = v \cdot \Delta t

On a velocity-time graph, multiplying the vertical axis (velocity in m/s) by the horizontal axis (time in s) yields meters:

Units of Area=(ms)×s=m\text{Units of Area} = \left(\frac{\text{m}}{\text{s}}\right) \times \text{s} = \text{m}

Therefore, the geometric area bounded between the graph line and the horizontal time axis represents the object’s displacement Δx\Delta x.

2. Calculating Displacement for Uniform Acceleration (Geometric Decomposition)

When an object moves with constant acceleration from an initial velocity viv_i to a final velocity vfv_f over a time interval Δt\Delta t, the region under the line forms a trapezoid.

As shown in Figure 3.6.5, this total region can be broken down into two simple geometric shapes:

A bottom rectangle representing the displacement if the object had continued at its initial velocity:

AreaRectangle=viΔt\text{Area}_{\text{Rectangle}} = v_i \Delta t

A top triangle representing the additional displacement gained due to constant acceleration (a):

AreaTriangle=12×base×height=12(Δt)(Δv)=12a(Δt)2\text{Area}_{\text{Triangle}} = \frac{1}{2} \times \text{base} \times \text{height} = \frac{1}{2}(\Delta t)(\Delta v) = \frac{1}{2} a (\Delta t)^2

Adding these two areas gives the standard kinematic equation for displacement:

Displacement (Δx)=AreaRectangle+AreaTriangle=viΔt+12a(Δt)2\text{Displacement } (\Delta x) = \text{Area}_{\text{Rectangle}} + \text{Area}_{\text{Triangle}} = v_i \Delta t + \frac{1}{2} a (\Delta t)^2

Figure 3.6.5: Finding total displacement (Δx)(\Delta x) under a linear velocity-time graph by decomposing the region into a constant-velocity rectangle (Area1)(\text{Area}_1) and an accelerated-motion triangle (Area2)(\text{Area}_2)

Motion with Direction Changes and Total Analysis

When an object changes its direction of motion, its velocity changes sign by crossing the horizontal time axis (v = 0). To analyze this complete motion, the velocity-time graph is divided into signed geometric regions.

1. Direction and Signed Area

  • Area Above the Time Axis (v > 0): The object moves forward in the positive direction, producing a positive displacement (+Δx)(+\Delta x).
  • Area Below the Time Axis (v < 0): The object moves backward in the negative direction, producing a negative displacement (Δx)(-\Delta x).

2. Net Displacement vs. Total Distance Traveled

  • Net Total Displacement (Δxtotal)(\Delta x_{\text{total}}): The vector sum of all individual displacements, accounting for directional signs:
Δxtotal=AreaaboveAreabelow\Delta x_{\text{total}} = \text{Area}_{\text{above}} – \text{Area}_{\text{below}}

  • Total Distance Traveled (dtotal)(d_{\text{total}}): The total scalar ground covered, calculated by summing the absolute magnitudes of all areas:
dtotal=|Areaabove|+|Areabelow|d_{\text{total}} = |\text{Area}_{\text{above}}| + |\text{Area}_{\text{below}}|

Worked Example: Multi-Segment Motion

Consider an object undergoing four distinct phases of linear motion over a 10-second interval, as shown in Figure 3.6.6.

Figure 3.6.3 – Multi-segment velocity-time graph showing constant positive acceleration (Seg A)(\text{Seg A}), constant velocity (Seg B)(\text{Seg B}), deceleration to a momentary stop (Seg C)(\text{Seg C}), and direction reversal with acceleration in the negative direction (Seg D)(\text{Seg D}).
Step-by-Step Segment Analysis:
  • Segment A (0 to 3 s):

Acceleration: Constant positive acceleration speeding up from rest: vv

aA=6030=+2.0 m/s2a_A = \frac{6 – 0}{3 – 0} = +2.0 \text{ m/s}^2

Displacement: Triangular area under the curve:

ΔxA=12×base×height=12(3 s)(6 m/s)=+9.0 m\Delta x_A = \frac{1}{2} \times \text{base} \times \text{height} = \frac{1}{2}(3\text{ s})(6\text{ m/s}) = +9.0\text{ m}

  • Segment B (3 to 6 s):

Acceleration: Constant positive acceleration speeding up from rest:

aB=6663=0 m/s2a_B = \frac{6 – 6}{6 – 3} = 0\text{ m/s}^2

Displacement: Rectangular area under the line:

ΔxB=base×height=(3 s)(6 m/s)=+18.0 m\Delta x_B = \text{base} \times \text{height} = (3\text{ s})(6\text{ m/s}) = +18.0\text{ m}

  • Segment C (6 to 8 s):

Acceleration: Constant deceleration slowing down until momentarily stopping at t = 8 s:

aC=0686=3.0 m/s2a_C = \frac{0 – 6}{8 – 6} = -3.0\text{ m/s}^2

Displacement: Triangular area bringing the object to rest:

ΔxC=12×base×height=12(2 s)(6 m/s)=+6.0 m\Delta x_C = \frac{1}{2} \times \text{base} \times \text{height} = \frac{1}{2}(2\text{ s})(6\text{ m/s}) = +6.0\text{ m}

  • Segment D (8 to 10 s):

Acceleration: Negative acceleration speeding up in the reverse direction:

aD=40108=2.0 m/s2a_D = \frac{-4 – 0}{10 – 8} = -2.0\text{ m/s}^2

Displacement: Triangular area located below the time axis:

ΔxD=12×base×height=12(2 s)(4 m/s)=4.0 m\Delta x_D = \frac{1}{2} \times \text{base} \times \text{height} = \frac{1}{2}(2\text{ s})(-4\text{ m/s}) = -4.0\text{ m}

Total Motion Summary:

  • Net Total Displacement:
Δxtotal=(+9.0 m)+(+18.0 m)+(+6.0 m)+(4.0 m)=+29.0 m\Delta x_{\text{total}} = (+9.0\text{ m}) + (+18.0\text{ m}) + (+6.0\text{ m}) + (-4.0\text{ m}) = +29.0\text{ m}

  • Total Distance Traveled:
dtotal=|+9.0 m|+|+18.0 m|+|+6.0 m|+|4.0 m|=37.0 md_{\text{total}} = |+9.0\text{ m}| + |+18.0\text{ m}| + |+6.0\text{ m}| + |-4.0\text{ m}| = 37.0\text{ m}

Key Points

  • Instantaneous velocity (v) is read directly from the vertical coordinate (y-value) at any time (t).
  • Acceleration (a) is determined by calculating the slope of the line (ΔvΔt)(\frac{\Delta v}{\Delta t}).
  • A straight line indicates constant (uniform) acceleration; a horizontal line indicates zero acceleration (a = 0).
  • Displacement (Δx)(\Delta x) equals the total geometric area bounded between the function line and the time axis.
  • Regions above the time axis represent positive displacement (+Δx)(+\Delta x), while regions below represent negative displacement (Δx)(-\Delta x).
  • Crossing the time axis (v = 0) signifies an active reversal in the object’s direction of motion.

← 3.5 Position-Time Graphs                     

3.7 Acceleration-Time Graphs →