Equations and Graphical Representations of Uniformly Accelerated Motion

Fundamental Kinematic Quantities of Rectilinear Motion

  • Uniform rectilinear acceleration describes a physical state where an object travels along a straight line in a single, unchanging direction while undergoing a constant rate of change in velocity.

  • The mathematical study of constant acceleration coordinates five primary physical quantities:

    • Displacement (Δx\Delta x): Defined as the direct distance traversed along a straight line in a single direction, measured in meters (m\text{m}).
    • Initial Velocity (v0v_0): Defined as the instantaneous velocity of the body at the onset of motion (t=0t = 0), measured in meters per second (m/s\text{m/s}).
    • Final Velocity (vv): Defined as the velocity of the body at the end of the specified time interval, measured in meters per second (m/s\text{m/s}).
    • Acceleration (aa): Defined as the constant, steady rate of change of velocity over time, measured in meters per second squared (m/s2\text{m/s}^2).
    • Time (tt): Defined as the total duration or elapsed time period during which the body undergoes motion, measured in seconds (s\text{s}).
  • Foundational philosophy: As stated by Galileo Galilei, "Mathematics is the basic language for understanding the universe."

The Three Primary Equations of Uniformly Accelerated Motion

  • The five fundamental kinematic quantities are mathematically interrelated through three standard equations for rectilinear motion with uniform acceleration:

  • First Equation of Motion:

    • Mathematical formula:     v=v0+atv = v_0 + at
    • Operational criterion: Utilized when displacement (Δx\Delta x) is neither provided as a known variable nor required to be determined.
  • Second Equation of Motion:

    • Mathematical formula:     Δx=v0t+12at2\Delta x = v_0 t + \frac{1}{2} a t^2
    • Operational criterion: Utilized when final velocity (vv) is neither provided as a known variable nor required to be determined.
  • Third Equation of Motion:

    • Mathematical formula:     v2=v02+2a(Δx)v^2 = v_0^2 + 2a(\Delta x)
    • Operational criterion: Utilized when elapsed time (tt) is neither provided as a known variable nor required to be determined.
  • Forensic and accident reconstruction utility: When analyzing vehicular collision scenes to determine a driver's initial velocity prior to braking, the appropriate kinematic equation is selected based entirely on which parameters (skid marks for displacement, impact speed, deceleration rate, or duration) are measurable.

Step-by-Step Worked Problems and Computational Methods

  • Example 1 (Truck Deceleration Under Braking):

    • Scenario: A truck travels with a speed of 22.2 m/s22.2\,\text{m/s}. The driver applies the brakes, causing the truck's speed to decrease uniformly at a deceleration magnitude of 2 m/s22\,\text{m/s}^2. Calculate the final velocity of the truck after a duration of 8 s8\,\text{s}.
    • Step 1: Identify known and unknown variables:
    • Initial velocity (v0v_0): v0=22.2 m/sv_0 = 22.2\,\text{m/s}
    • Acceleration (aa): a=−2 m/s2a = -2\,\text{m/s}^2 (negative sign denotes deceleration)
    • Elapsed time (tt): t=8 st = 8\,\text{s}
    • Final velocity (vv): v=?v = ?
    • Step 2: Select and apply the appropriate kinematic equation:
    • Formula: v=v0+atv = v_0 + at
    • Substitution:       v=22.2+(−2×8)v = 22.2 + (-2 \times 8)
    • Solution:       v=6.2 m/sv = 6.2\,\text{m/s}
    • Physical verification: The final velocity of 6.2 m/s6.2\,\text{m/s} after 8 s8\,\text{s} confirms that the truck loses exactly 2 m/s2\,\text{m/s} of its speed during each passing second (2 m/s×8 s=16 m/s2\,\text{m/s} \times 8\,\text{s} = 16\,\text{m/s} total loss, 22.2−16=6.2 m/s22.2 - 16 = 6.2\,\text{m/s}).
  • Example 2 (Biological Transmission of Nerve Impulses):

    • Scenario: Assume the propagation speed of a nerve impulse throughout the human body is constant and equals 100 m/s100\,\text{m/s}. Calculate the time required for a nerve signal to travel from the foot to the brain of a man whose height is 1.7 m1.7\,\text{m}.
    • Step 1: Identify known and unknown variables:
    • Initial velocity (v0v_0): v0=100 m/sv_0 = 100\,\text{m/s}
    • Acceleration (aa): a=0 m/s2a = 0\,\text{m/s}^2 (propagation occurs at constant velocity)
    • Displacement (Δx\Delta x): Δx=1.7 m\Delta x = 1.7\,\text{m}
    • Elapsed time (tt): t=?t = ?
    • Step 2: Select and apply the appropriate kinematic equation:
    • Formula:       Δx=v0t+12at2\Delta x = v_0 t + \frac{1}{2} a t^2
    • Substitution:       1.7=(100×t)+(12×0×t2)1.7 = (100 \times t) + \left(\frac{1}{2} \times 0 \times t^2\right)
    • Simplified relation:       1.7=100×t1.7 = 100 \times t
    • Solution:       t=0.017 st = 0.017\,\text{s}

Structure of a motor neuron and nerve impulse transmission pathway

  • Example 3 (Accelerating Vehicle Over Known Displacement):

    • Scenario: A moving vehicle accelerates constantly over a fixed linear distance. Calculate the final velocity given the displacement and acceleration parameters.
    • Step 1: Identify known and unknown variables:
    • Initial velocity (v0v_0): v0=27.7 m/sv_0 = 27.7\,\text{m/s}
    • Acceleration (aa): a=2 m/s2a = 2\,\text{m/s}^2
    • Displacement (Δx\Delta x): Δx=30 m\Delta x = 30\,\text{m}
    • Final velocity (vv): v=?v = ?
    • Step 2: Select and apply the appropriate kinematic equation:
    • Formula:       v2=v02+2a(Δx)v^2 = v_0^2 + 2a(\Delta x)
    • Substitution:       v2=(27.7)2+(2×2×30)v^2 = (27.7)^2 + (2 \times 2 \times 30)
    • Intermediate squared sum:       v2=767.29+120=887.29v^2 = 767.29 + 120 = 887.29
    • Extraction of root:       v=887.29v = \sqrt{887.29}
    • Final computed velocity:       v=29.78 m/sv = 29.78\,\text{m/s}
  • Example 5 (Graphical Slope Analysis for Displacement and Acceleration):

    • Scenario: An object starts moving from rest with constant uniform acceleration. The slope of the straight-line graph representing the relationship between displacement and the square of time (x−t2x - t^2) equals 33. Calculate:
    1. The acceleration of the object (aa).
    2. The displacement (Δx\Delta x) covered after an elapsed time of 5 s5\,\text{s} from the start of motion.
    • Step 1: Identify known and unknown variables:
    • Slope value of the graph:       ΔxΔt2=3\frac{\Delta x}{\Delta t^2} = 3
    • Initial velocity: v0=0v_0 = 0
    • Target time for displacement: t=5 st = 5\,\text{s}
    • Step 2: Select and apply the appropriate mathematical relations:
    • Part 1: Finding acceleration (aa):
      • The mathematical slope of an object starting from rest on a Δx−t2\Delta x - t^2 graph is defined as:         slope=12a\text{slope} = \frac{1}{2} a
      • Setting up the equality:         12a=3\frac{1}{2} a = 3
      • Solving for acceleration:         a=2×3=6 m/s2a = 2 \times 3 = 6\,\text{m/s}^2
    • Part 2: Finding displacement (Δx\Delta x) at t=5 st = 5\,\text{s}:
      • Using the second equation of motion:         Δx=v0t+12at2\Delta x = v_0 t + \frac{1}{2} a t^2
      • Substituting known values (v0=0v_0 = 0, a=6 m/s2a = 6\,\text{m/s}^2, t=5 st = 5\,\text{s}):         Δx=0+(12×6×(5)2)\Delta x = 0 + \left(\frac{1}{2} \times 6 \times (5)^2\right)
      • Computation:         Δx=3×25=75 m\Delta x = 3 \times 25 = 75\,\text{m}

Graphical Representation of Uniform Acceleration

  • Analyzing the motion of uniformly accelerating bodies via graphic coordinate systems yields direct physical interpretations of slopes and geometric boundaries:

  • First Relationship: Velocity versus Time (v−tv - t Graph):

    • Governed by the linear equation:     v=v0+atv = v_0 + at
    • Case A (Starting from rest, v0=0v_0 = 0):
    • The curve represents a straight line passing through the coordinate origin (0,0)(0,0).
    • Displayed in Figure (7).
    • Case B (Starting with non-zero velocity, v0≠0→v0>0v_0 \neq 0 \rightarrow v_0 > 0):
    • The curve is an ascending straight line with a non-zero vertical intercept at (0,v0)(0, v_0).
    • Displayed in Figure (8).
    • Physical meaning of the slope:     slope=ΔyΔx=a\text{slope} = \frac{\Delta y}{\Delta x} = a
    • The slope of any line on a velocity-time coordinate graph directly represents the acceleration (aa) of the body.

Velocity-time linear graphs representing motion starting from rest versus starting with an initial velocity

  • Second Relationship: Displacement versus Square of Time (Δx−t2\Delta x - t^2 Graph):

    • Governed by the quadratic displacement equation:     Δx=v0t+12at2\Delta x = v_0 t + \frac{1}{2} a t^2
    • Case A (Starting from rest, v0=0v_0 = 0):
    • When v0=0v_0 = 0, the relation reduces to:       Δx=12at2\Delta x = \frac{1}{2} a t^2
    • Plotting Δx\Delta x on the vertical axis against t2t^2 on the horizontal axis yields a direct proportional straight line through the origin (0,0)(0,0).
    • Displayed in Figure (9).
    • Mathematical slope interpretation:       slope=ΔyΔx=12a\text{slope} = \frac{\Delta y}{\Delta x} = \frac{1}{2} a
    • The slope of the straight-line graph of displacement versus time squared when motion starts from rest equals exactly half of the acceleration (12a\frac{1}{2} a).
    • Case B (Starting with non-zero velocity, v0≠0→v0>0v_0 \neq 0 \rightarrow v_0 > 0):
    • The plot of Δx\Delta x against t2t^2 appears as an upward-curving parabolic curve rather than a linear slope, caused by the non-zero linear first-order term (v0tv_0 t).
    • Displayed in Figure (10).
  • Third Relationship: Square of Velocity versus Displacement (v2−Δxv^2 - \Delta x Graph):

    • Governed by the third equation:     v2=v02+2a(Δx)v^2 = v_0^2 + 2a(\Delta x)
    • When motion initiates from rest (v0=0v_0 = 0), the line passes through the origin (0,0)(0,0) with a constant slope equal to 2a2a.
    • When motion initiates with an initial speed (v0>0v_0 > 0), the graph intercepts the vertical axis at v02v_0^2.

Geometric Derivation of the Second Equation of Motion

  • Interdisciplinary link between physics and geometry:

    • The mathematical proof and derivation of the second kinematic equation, Δx=v0t+12at2\Delta x = v_0 t + \frac{1}{2} a t^2, is obtained geometrically through area integration under a velocity-time graph.
  • Theorem: The total linear displacement (Δx\Delta x) equals the total area enclosed under the curve on a velocity-time (v−tv - t) graph.

  • Geometric decomposition of the region beneath the line from time 00 to tt:

    • The enclosed geometric shape bounded between v0v_0 and vv over time tt is partitioned into two distinct geometric figures: a bottom rectangle and a top right triangle.
  • Derivation steps:

    • Area of the lower rectangle:     Arearectangle=base×height=t×v0=v0t\text{Area}_{\text{rectangle}} = \text{base} \times \text{height} = t \times v_0 = v_0 t
    • Area of the upper right triangle:     Areatriangle=12×base×height=12×t×(v−v0)\text{Area}_{\text{triangle}} = \frac{1}{2} \times \text{base} \times \text{height} = \frac{1}{2} \times t \times (v - v_0)
    • Applying the first equation of motion to substitute for (v−v0)(v - v_0):     v−v0=atv - v_0 = at
    • Substituting atat into the triangle area formula:     Areatriangle=12×t×(at)=12at2\text{Area}_{\text{triangle}} = \frac{1}{2} \times t \times (at) = \frac{1}{2} a t^2
    • Summing the geometric components:     Displacement=Arearectangle+Areatriangle\text{Displacement} = \text{Area}_{\text{rectangle}} + \text{Area}_{\text{triangle}}
    • Final derived relationship:     Δx=v0t+12at2\Delta x = v_0 t + \frac{1}{2} a t^2

Displacement vs time squared graphs and geometric derivation of kinematic equations from the velocity-time area

Real-World Animal Kinematics: The Cheetah

  • The hunting cheetah (الفهد الصياد) ranks as the fastest terrestrial animal on Earth.

  • Dynamic performance characteristics:

    • Top speed: Reaches velocities up to 120 km/h120\,\text{km/h}.
    • Acceleration profile: Attains its peak velocity within a span of only a few seconds.
  • Physiological limitation:

    • A cheetah cannot sustain this extreme speed for more than a brief duration due to catastrophic rates of metabolic energy expenditure and physiological fatigue.

Applied Exercises and Problem-Solving Activities

  • Explore on Your Own (1):
    • Problem statement: A school bus moves at an initial speed of 20 m/s20\,\text{m/s} and accelerates uniformly at 1.5 m/s21.5\,\text{m/s}^2. Determine the velocity of the bus after an elapsed time of 6 s6\,\text{s}.
    • Analytical setup:
    • Known values: v0=20 m/sv_0 = 20\,\text{m/s}, a=1.5 m/s2a = 1.5\,\text{m/s}^2, t=6 st = 6\,\text{s}
    • Target: v=?v = ?
    • Governing formula: v=v0+atv = v_0 + at

School bus traveling under uniform positive acceleration

  • Explore on Your Own (2):

    • Problem statement: A sprinter in a footrace gradually accelerates from rest with a uniform acceleration of 4 m/s24\,\text{m/s}^2. Calculate the distance covered over a specified initial acceleration interval.
    • Analytical setup:
    • Known values: v0=0 m/sv_0 = 0\,\text{m/s}, a=4 m/s2a = 4\,\text{m/s}^2
    • Governing formula: Δx=v0t+12at2\Delta x = v_0 t + \frac{1}{2} a t^2
  • Explore on Your Own (3):

    • Problem statement: A car moves at speed vv. The driver depresses the brakes, resulting in a uniform deceleration that brings the vehicle to a complete stop over a distance of Δx\Delta x. If the car were instead traveling at an initial speed of 2v2v, what stopping distance (expressed in terms of Δx\Delta x) would be required to bring the car to rest under identical braking deceleration?
    • Analytical derivation:
    • From the third equation with vfinal=0v_{\text{final}} = 0:       0=v02+2a(Δx)→Δx=−v022a0 = v_0^2 + 2a(\Delta x) \rightarrow \Delta x = \frac{-v_0^2}{2a}
    • Because stopping distance is proportional to the square of initial velocity (Δx∝v02\Delta x \propto v_0^2):       Δx′=−(2v)22a=4(−v22a)=4Δx\Delta x' = \frac{-(2v)^2}{2a} = 4 \left(\frac{-v^2}{2a}\right) = 4\Delta x
    • Doubling the initial speed quadruples (4Δx4\Delta x) the required stopping distance.
  • Explore on Your Own (4) (Al-Jahra Road Accident Investigation):

    • Problem statement: During an accident investigation on Al-Jahra Road (طريق الجهراء), speed enforcement traffic cameras recorded two identical vehicles possessing identical specifications:
    • Car A (السيارة أ): Was traveling at a speed of 80 km/h80\,\text{km/h}. The driver applied the brakes, bringing the vehicle to a complete stop over a distance of 10 m10\,\text{m}.
    • Car B (السيارة ب): Was traveling at twice the speed of Car A (160 km/h160\,\text{km/h}). The driver applied the brakes with the exact same braking force (producing identical deceleration).
    • Question: Determine the displacement covered by Car B before it comes to a complete halt.
    • Proportionality solution:
    • Since both vehicles experience identical braking acceleration (aa) and decelerate to rest (v=0v = 0):       v2=v02+2a(Δx)→0=v02+2a(Δx)→Δx=−v022av^2 = v_0^2 + 2a(\Delta x) \rightarrow 0 = v_0^2 + 2a(\Delta x) \rightarrow \Delta x = \frac{-v_0^2}{2a}
    • The stopping displacement is directly proportional to the square of the initial velocity (Δx∝v02\Delta x \propto v_0^2).
    • The ratio of stopping displacements equals the ratio of the squares of initial velocities:       ΔxBΔxA=(v0Bv0A)2=(160 km/h80 km/h)2=(2)2=4\frac{\Delta x_B}{\Delta x_A} = \left(\frac{v_{0B}}{v_{0A}}\right)^2 = \left(\frac{160\,\text{km/h}}{80\,\text{km/h}}\right)^2 = (2)^2 = 4
    • Evaluating the final stopping displacement for Car B:       ΔxB=4×ΔxA=4×10 m=40 m\Delta x_B = 4 \times \Delta x_A = 4 \times 10\,\text{m} = 40\,\text{m}

Cheetah pursuing prey and radar monitored vehicles on Al-Jahra Road

  • Explore on Your Own (5):
    • Concluding conceptual and computational synthesis exercise on rectilinear uniformly accelerated motion.