Comprehensive Notes on One-Dimensional Kinematics

Fundamentals of One-Dimensional Motion

  • One-Dimensional Motion Definition: Motion along a straight line represents the simplest form of kinematics, wherein an object's position changes along a single spatial dimension (commonly designated as the xx-axis for horizontal motion or the yy-axis for vertical motion).
  • Position and Reference Systems:
    • The position of an object is defined as its precise location relative to a chosen reference point.
    • This chosen reference point is defined as the origin of the coordinate system (x=0x = 0).
    • Position is a coordinate value that identifies where the particle resides at any specific instant in time tt.
  • Translational Motion and the Particle Model:
    • When analyzing the motion of macroscopic objects (such as an automobile), internal degrees of freedom, rotations, and deformations can often be neglected.
    • The object is modeled as a mathematical point particle possessing mass but zero volume, focusing exclusively on translational motion.

Coordinate axis depicting translational motion, initial position vector, final position vector, and displacement

  • Tracking Position Over Time:
    • Motion can be observed by recording the position of the particle on a coordinate axis at successive time intervals.
    • Positions along the coordinate line may take positive values, negative values, or zero relative to the origin:

Car tracked along a one-dimensional coordinate axis at discrete points labeled A through F

  • Position-Time Graph Analysis:
    • A position-time graph plots time (tt, in seconds) on the horizontal axis and position (xx, in meters) on the vertical axis.
    • The curve on a position-time graph describes the continuous trajectory of the particle across time.
    • Trajectory points from the observed particle motion:
    • Point AA: Located at t=0 st = 0\,s, where x=30 mx = 30\,m.
    • Point BB: Located at t=10 st = 10\,s, where the particle reaches a maximum coordinate of approximately x=53 mx = 53\,m.
    • Point CC: Located at t=20 st = 20\,s, where the particle moves back to x=38 mx = 38\,m.
    • Point DD: Located at t=30 st = 30\,s, where the particle crosses the origin (x=0 mx = 0\,m).
    • Point EE: Located at t=40 st = 40\,s, where the position becomes negative at x=−38 mx = -38\,m.
    • Point FF: Located at t=50 st = 50\,s, reaching x=−53 mx = -53\,m.
    • The straight secant line connecting two points (such as between point AA and point BB) has a horizontal run of Δt=tB−tA\Delta t = t_B - t_A and a vertical rise of Δx=xB−xA\Delta x = x_B - x_A.

Position-time graph of particle motion with points A through F plotted across 50 seconds

Displacement Versus Distance

  • Displacement (Δx\Delta x):
    • Displacement is a vector quantity defined as the change in position of a particle during a specific time interval.
    • Mathematical formula:     Δx=xf−xi\Delta x = x_f - x_i
    • In this equation, xfx_f represents the final position coordinate, and xix_i represents the initial position coordinate.
    • Displacement has both magnitude and direction.
    • In one dimension, direction is indicated by the algebraic sign: Δx\Delta x can be strictly positive, negative, or zero.
  • Distance (DD):
    • Distance is a scalar quantity defined as the complete length of the path followed by the particle during its travel.
    • Distance depends entirely on the full path traversed and is completely independent of direction.
    • Distance is always non-negative: D≥0D \ge 0.
  • Direct Comparison Example:
    • Consider a particle that starts at a given position, moves 20 m20\,m to the right, and subsequently returns 20 m20\,m to the left back to its exact starting point:

Opposing displacement vectors demonstrating a round trip of 20 meters forward and 20 meters back

  • Total displacement calculation:   Δx=xf−xi=0 m\Delta x = x_f - x_i = 0\,m
  • Total distance calculation:   D=20 m+20 m=40 mD = 20\,m + 20\,m = 40\,m
  • This demonstrates that an object can travel a large total distance while having a net displacement of zero.

Velocity and Speed

  • Average Velocity (vavgv_{\text{avg}} or vˉ\bar{v}):
    • Average velocity is a vector quantity defined as the rate at which displacement occurs over an elapsed time interval Δt\Delta t.
    • Mathematical formula:     vavg=ΔxΔt=xf−xitf−tiv_{\text{avg}} = \frac{\Delta x}{\Delta t} = \frac{x_f - x_i}{t_f - t_i}
    • Geometrically, average velocity represents the slope of the secant line connecting the initial and final points on a position-time graph.
    • The sign of vavgv_{\text{avg}} matches the sign of Δx\Delta x; it can be positive, negative, or zero.
  • Average Speed:
    • Average speed is a scalar quantity defined as the total distance traveled divided by the total time elapsed:     Average speed=DΔt\text{Average speed} = \frac{D}{\Delta t}
    • Average speed possesses magnitude only and has no directional sign; it is always expressed as a positive number (or zero when stationary).
    • Average speed is not necessarily equal to the magnitude of the average velocity.
  • Instantaneous Velocity (vinstv_{\text{inst}} or vv):
    • Instantaneous velocity defines the velocity of a particle at an exact, infinitesimal instant in time.
    • It is defined mathematically as the limit of the average velocity as the time interval Δt\Delta t approaches zero:     vinst=lim⁡Δt→0ΔxΔt=dxdtv_{\text{inst}} = \lim_{\Delta t \to 0} \frac{\Delta x}{\Delta t} = \frac{dx}{dt}
    • Instantaneous velocity is the first time derivative of the position function with respect to time.
    • Geometrically, instantaneous velocity represents the slope of the tangent line to the position-time curve at any given time coordinate tt.
    • Instantaneous velocity can be positive (moving toward increasing xx), negative (moving toward decreasing xx), or zero (instantaneously at rest).

Acceleration

  • Average Acceleration (aavga_{\text{avg}} or aˉ\bar{a}):
    • Average acceleration is a vector quantity defined as the rate of change of velocity over an elapsed time interval:     aavg=ΔvΔt=vf−vitf−tia_{\text{avg}} = \frac{\Delta v}{\Delta t} = \frac{v_f - v_i}{t_f - t_i}
    • The SI unit of acceleration is meters per second squared (m/s2\text{m/s}^2 or m/sec2\text{m/sec}^2).
  • Instantaneous Acceleration (ainsta_{\text{inst}} or aa):
    • Instantaneous acceleration defines the acceleration of an object at a precise moment in time.
    • It is defined mathematically as the limit of average acceleration as the time interval Δt\Delta t approaches zero:     ainst=lim⁡Δt→0ΔvΔt=dvdta_{\text{inst}} = \lim_{\Delta t \to 0} \frac{\Delta v}{\Delta t} = \frac{dv}{dt}
    • Because velocity is the first derivative of position, acceleration is the second time derivative of the position function:     a=d2xdt2a = \frac{d^2x}{dt^2}
    • Acceleration describes how rapidly the velocity vector changes in magnitude, direction, or both.

Calculus-Based Kinematic Examples

  • Example 1: Kinematics of x(t)=3t−4t2+2x(t) = 3t - 4t^2 + 2

    • A particle moves along the xx-axis according to the position function:     x(t)=3t−4t2+2x(t) = 3t - 4t^2 + 2
    • Part (a): Find position at t=1 st = 1\,s:
    • Substitute t=1t = 1 directly into the position equation:       x(1)=3(1)−4(1)2+2x(1) = 3(1) - 4(1)^2 + 2x(1)=3−4+2=1 mx(1) = 3 - 4 + 2 = 1\,m
    • Part (b): Find displacement from t=0 st = 0\,s to t=1 st = 1\,s:
    • Formula for displacement:       Δx=x2−x1\Delta x = x_2 - x_1
    • Evaluate position at t1=0 st_1 = 0\,s:       x1(0)=3(0)−4(0)2+2=2 mx_1(0) = 3(0) - 4(0)^2 + 2 = 2\,m
    • Evaluate position at t2=1 st_2 = 1\,s:       x2(1)=3(1)−4(1)2+2=1 mx_2(1) = 3(1) - 4(1)^2 + 2 = 1\,m
    • Calculate Δx\Delta x:       Δx=x2−x1=1−2=−1 m\Delta x = x_2 - x_1 = 1 - 2 = -1\,m
    • Part (c): Find average velocity from t=1 st = 1\,s to t=2 st = 2\,s:
    • Evaluate position at t1=1 st_1 = 1\,s:       x1(1)=3(1)−4(1)2+2=1 mx_1(1) = 3(1) - 4(1)^2 + 2 = 1\,m
    • Evaluate position at t2=2 st_2 = 2\,s:       x2(2)=3(2)−4(2)2+2=6−16+2=−8 mx_2(2) = 3(2) - 4(2)^2 + 2 = 6 - 16 + 2 = -8\,m
    • Apply the average velocity definition:       vˉ=ΔxΔt=x2−x1t2−t1\bar{v} = \frac{\Delta x}{\Delta t} = \frac{x_2 - x_1}{t_2 - t_1}vˉ=−8−12−1=−91=−9 m/s\bar{v} = \frac{-8 - 1}{2 - 1} = \frac{-9}{1} = -9\,m/s
    • Part (d): Find average acceleration from t=0 st = 0\,s to t=1 st = 1\,s:
    • Derive the instantaneous velocity equation by differentiating position:       v(t)=dxdt=3−8t+0=3−8tv(t) = \frac{dx}{dt} = 3 - 8t + 0 = 3 - 8t
    • Compute velocity at t1=0 st_1 = 0\,s:       v1(0)=3−8(0)=3 m/sv_1(0) = 3 - 8(0) = 3\,m/s
    • Compute velocity at t2=1 st_2 = 1\,s:       v2(1)=3−8(1)=−5 m/sv_2(1) = 3 - 8(1) = -5\,m/s
    • Compute average acceleration:       aˉ=ΔvΔt=v2−v1t2−t1\bar{a} = \frac{\Delta v}{\Delta t} = \frac{v_2 - v_1}{t_2 - t_1}aˉ=−5−31−0=−81=−8 m/s2\bar{a} = \frac{-5 - 3}{1 - 0} = \frac{-8}{1} = -8\,m/s^2
    • Part (e): Find the acceleration at t=3 st = 3\,s:
    • Derive instantaneous acceleration by taking the derivative of velocity:       a=dvdt=d2xdt2=ddt(3−8t)=−8 m/s2a = \frac{dv}{dt} = \frac{d^2x}{dt^2} = \frac{d}{dt}(3 - 8t) = -8\,m/s^2
    • Because the derivative yields a constant, the acceleration at t=3 st = 3\,s is:       at=3=−8 m/s2a_{t=3} = -8\,m/s^2
  • Example 2: Kinematics of x(t)=2+3t−t2x(t) = 2 + 3t - t^2

    • The position of a particle moving along the xx-axis is given by:     x(t)=2+3t−t2x(t) = 2 + 3t - t^2
    • Part (a): Calculate average velocity from t=1 st = 1\,s to t=3 st = 3\,s:
    • Determine position at t1=1 st_1 = 1\,s:       x1(1)=2+3(1)−(1)2=2+3−1=4 mx_1(1) = 2 + 3(1) - (1)^2 = 2 + 3 - 1 = 4\,m
    • Determine position at t2=3 st_2 = 3\,s:       x2(3)=2+3(3)−(3)2=2+9−9=2 mx_2(3) = 2 + 3(3) - (3)^2 = 2 + 9 - 9 = 2\,m
    • Calculate average velocity:       vˉ=ΔxΔt=x2−x1t2−t1\bar{v} = \frac{\Delta x}{\Delta t} = \frac{x_2 - x_1}{t_2 - t_1}vˉ=2−43−1=−22=−1 m/s\bar{v} = \frac{2 - 4}{3 - 1} = \frac{-2}{2} = -1\,m/s
    • Part (b): Calculate the velocity at t=4 st = 4\,s:
    • Compute the first derivative of position with respect to time:       v(t)=dxdt=0+3−2t=3−2tv(t) = \frac{dx}{dt} = 0 + 3 - 2t = 3 - 2t
    • Evaluate at t=4 st = 4\,s:       vt=4=0+3−2(4)=3−8=−5 m/sv_{t=4} = 0 + 3 - 2(4) = 3 - 8 = -5\,m/s
    • Part (c): Calculate the acceleration at t=3 st = 3\,s:
    • Compute the derivative of velocity:       a=dvdt=ddt(3−2t)=−2 m/s2a = \frac{dv}{dt} = \frac{d}{dt}(3 - 2t) = -2\,m/s^2
    • Since acceleration is independent of tt, the acceleration at t=3 st = 3\,s is:       a=−2 m/s2a = -2\,m/s^2
    • Part (d): Determine the position when velocity v=0v = 0:
    • Set the velocity equation equal to zero and solve for time tt:       v=dxdt=3−2t=0v = \frac{dx}{dt} = 3 - 2t = 03=2t3 = 2tt=32 s=1.5 st = \frac{3}{2}\,s = 1.5\,s
    • Substitute t=32 st = \frac{3}{2}\,s into the position function:       x(32)=2+3(32)−(32)2x\left(\frac{3}{2}\right) = 2 + 3\left(\frac{3}{2}\right) - \left(\frac{3}{2}\right)^2x=2+92−94x = 2 + \frac{9}{2} - \frac{9}{4}x=2+4.5−2.25=4.25 mx = 2 + 4.5 - 2.25 = 4.25\,m
    • Part (e): Find average acceleration from t=0 st = 0\,s to t=1 st = 1\,s:
    • Using the velocity function v(t)=3−2tv(t) = 3 - 2t:       v1(0)=3−2(0)=3 m/sv_1(0) = 3 - 2(0) = 3\,m/sv2(1)=3−2(1)=1 m/sv_2(1) = 3 - 2(1) = 1\,m/s
    • Calculate average acceleration:       aˉ=ΔvΔt=v2−v1t2−t1\bar{a} = \frac{\Delta v}{\Delta t} = \frac{v_2 - v_1}{t_2 - t_1}aˉ=1−31−0=−21=−2 m/s2\bar{a} = \frac{1 - 3}{1 - 0} = \frac{-2}{1} = -2\,m/s^2

Kinematic Equations for Constant Acceleration

  • Uniform Acceleration Principle:
    • Uniform acceleration is mathematically equivalent to constant acceleration (a=constanta = \text{constant}).
    • When acceleration is constant, the instantaneous acceleration equals the average acceleration over any time interval.
  • Kinematic Variables and Nomenclature:
    • vf≡vv_f \equiv v: Final velocity of the particle.
    • vi≡v0v_i \equiv v_0: Initial velocity of the particle.
    • aa: Constant acceleration.
    • Δx\Delta x: Horizontal displacement along the xx-axis (Δx=xf−xi\Delta x = x_f - x_i).
    • Δy\Delta y: Vertical displacement along the yy-axis (Δy=yf−yi\Delta y = y_f - y_i).
    • gg: Magnitude of the acceleration due to gravity (g=9.8 m/s2g = 9.8\,m/s^2).
  • Equations for Motion Along the Horizontal (xx-axis):
    1. Velocity as a function of time:      vf=vi+atv_f = v_i + a t
    2. Displacement as a function of velocity and time:      Δx=vit+12at2\Delta x = v_i t + \frac{1}{2} a t^2
    3. Velocity as a function of displacement (time-independent relation):      vf2=vi2+2aΔxv_f^2 = v_i^2 + 2 a \Delta x
  • Equations for Motion Along the Vertical (yy-axis / Free Fall):
    • For vertical motion under gravity near Earth's surface where downward is defined as negative, the acceleration is a=−g=−9.8 m/s2a = -g = -9.8\,m/s^2:

Vertical free fall under constant gravitational acceleration showing initial velocity of zero and downward acceleration

  1. Velocity as a function of time:    vf=vi−gtv_f = v_i - g t
  2. Displacement as a function of time:    Δy=vit−12gt2\Delta y = v_i t - \frac{1}{2} g t^2
  3. Velocity as a function of displacement:    vf2=vi2−2gΔyv_f^2 = v_i^2 - 2 g \Delta y

Constant Acceleration Numerical Problems

  • Example 3: Braking Car Deceleration Analysis

    • Problem Statement: A car moves with constant acceleration and an initial velocity of 20 m/s20\,m/s. It traverses a displacement of 100 m100\,m over a duration of 10 s10\,s.
    • Part (a): Find the acceleration of the car.
    • Part (b): Find the velocity at t=10 st = 10\,s.
    • Given Values:
    • Initial velocity: v0=20 m/sv_0 = 20\,m/s
    • Displacement: Δx=100 m\Delta x = 100\,m
    • Time elapsed: t=10 st = 10\,s
    • Solution for Part (a):
    • Select the kinematic relation containing Δx\Delta x, v0v_0, tt, and aa:       Δx=v0t+12at2\Delta x = v_0 t + \frac{1}{2} a t^2
    • Substitute known values:       100=20(10)+12a(10)2100 = 20(10) + \frac{1}{2} a (10)^2100=200+12a(100)100 = 200 + \frac{1}{2} a (100)100=200+50a100 = 200 + 50 a
    • Isolate the acceleration variable aa:       100−200=50a100 - 200 = 50 a−100=50a-100 = 50 aa=−10050=−2 m/s2a = \frac{-100}{50} = -2\,m/s^2
    • Solution for Part (b):
    • Select the linear velocity relation:       v=v0+atv = v_0 + a t
    • Substitute v0=20 m/sv_0 = 20\,m/s, a=−2 m/s2a = -2\,m/s^2, and t=10 st = 10\,s:       v=20+(−2)(10)v = 20 + (-2)(10)v=20−20=0 m/sv = 20 - 20 = 0\,m/s
    • The car comes to a complete rest at the end of the 10 s10\,s duration.
  • Example 4: Displacement Under Constant Positive Acceleration

    • Problem Statement: A car starts motion with an initial speed of 5 m/s5\,m/s and accelerates uniformly to a final speed of 10 m/s10\,m/s with an acceleration of 2 m/s22\,m/s^2. Find the displacement.
    • Given Values:
    • Initial velocity: v0=5 m/sv_0 = 5\,m/s
    • Final velocity: v=10 m/sv = 10\,m/s
    • Acceleration: a=2 m/s2a = 2\,m/s^2
    • Step 1: Calculate the time elapsed (tt):
    • Use the first kinematic equation:       v=v0+atv = v_0 + a t10=5+2t10 = 5 + 2 t10−5=2t10 - 5 = 2 t5=2t5 = 2 tt=52=2.5 st = \frac{5}{2} = 2.5\,s
    • Step 2: Calculate the displacement (Δx\Delta x):
    • Apply the displacement-time formula:       Δx=v0t+12at2\Delta x = v_0 t + \frac{1}{2} a t^2
    • Substitute the calculated time t=2.5 st = 2.5\,s:       Δx=5(2.5)+12(2)(2.5)2\Delta x = 5(2.5) + \frac{1}{2}(2)(2.5)^2Δx=12.5+(1)(6.25)\Delta x = 12.5 + (1)(6.25)Δx=18.75 m\Delta x = 18.75\,m
  • Example 5: Multi-Interval Acceleration from Rest

    • Problem Statement: A car starts from rest and reaches a speed of 5 m/s5\,m/s in 3 s3\,s. Assuming uniform acceleration, find the speed of the car after 5 s5\,s.
    • Interval 1: Determining Acceleration:
    • Initial velocity: v0=0 m/sv_0 = 0\,m/s
    • Final velocity at t=3 st = 3\,s: v=5 m/sv = 5\,m/s
    • Elapsed time: t=3 st = 3\,s
    • Calculate constant acceleration using v=v0+atv = v_0 + a t:       5=0+a(3)5 = 0 + a (3)5=3a5 = 3 aa=53 m/s2a = \frac{5}{3}\,m/s^2
    • Interval 2: Determining Velocity at Target Time:
    • Initial state from origin: v0=0 m/sv_0 = 0\,m/s
    • Total time elapsed: t=5 st = 5\,s
    • Apply the velocity equation with the uniform acceleration a=53 m/s2a = \frac{5}{3}\,m/s^2:       v=v0+atv = v_0 + a tvt=5=0+(53)(5)v_{t=5} = 0 + \left(\frac{5}{3}\right)(5)vt=5=253 m/s≈8.33 m/sv_{t=5} = \frac{25}{3}\,m/s \approx 8.33\,m/s