Linearizing Worksheet 1 – Stopping Distance vs Speed

Graph Overview

  • Situation Illustrated: Relationship between a car’s speed and the minimum stopping distance once brakes are applied.
  • Visual Summary: Up-sloping curve beginning at the origin; steeper at higher speeds.
    • Horizontal axis (x): Speed.
    • Vertical axis (y): Stopping Distance.

Axis Units

  • x-axis (Speed): m/s\text{m\,/\,s}
  • y-axis (Stopping Distance): m\text{m}

Qualitative Observations

  • Non-linear trend: Curve bows upward—suggesting stopping distance grows faster than speed.
  • Example Point: At v=10m/sv = 10\, \text{m\,/\,s}, graph shows a certain stopping distance (read from the graph in class activity).
  • Doubling Speed (Prompt c):
    • When speed doubles from 10m/s10\, \text{m\,/\,s} to 20m/s20\, \text{m\,/\,s}, the stopping distance is more than double according to the curve.
    • Indicates disproportionate increase—hints at a quadratic dependence.

Linearity Check (Prompt d)

  • Linear (proportional) relationship would satisfy d<em>2d</em>1=v<em>2v</em>1\frac{d<em>2}{d</em>1}=\frac{v<em>2}{v</em>1} for any two points.
  • Graph violates this: ratio of distances exceeds ratio of speeds ⇒ not linear / not directly proportional.

Candidate Functional Forms (Prompt e)

  • i. d=kvd = k v (linear) ⟶ rejected by curvature.
  • ii. d=kv2d = k v^2 (quadratic) ⟶ favoured: upward-curving shape fits visually.
  • iii. d=kvd = k \sqrt{v} ⟶ would flatten out at high v → not observed.
  • iv. d=kvd = \frac{k}{v} ⟶ decreasing curve → opposite behavior.
  • Best choice: d=kv2d = k v^2.
    • The constant kk encodes friction coefficient, brake efficiency, road condition, etc.

Linearization Strategy (Prompt f)

  • Goal: Convert curved dd vs vv plot into a straight line.
  • If d=kv2d = k v^2, take dd as dependent variable and v2v^2 as independent:
    • Plot dd vs v2v^2.
    • Expected outcome: Straight line through origin (intercept 0≈0 if data ideal).
  • Slope of linearized graph:
    • slope=k\text{slope} = k (units: m(m/s)2=s2m\frac{\text{m}}{(\text{m\,/\,s})^2}=\frac{\text{s}^2}{\text{m}}).
  • Intercept:
    • Should be ≈00; a non-zero intercept indicates measurement errors, braking reaction distance, or systematic offset.
  • Resulting Linear Equation:
    • d=kv2d = k v^2
    • After linearization: d=(slope)v2+(intercept)d = (\text{slope})\,v^2 + (\text{intercept})

Physical & Practical Significance

  • Safety Implication: Stopping distance quadruples when speed doubles (since dv2d\propto v^2).
  • Driver Education: Highlights why high speeds dramatically increase risk.
  • Engineering Context: Informs design of road signs, speed limits, runway lengths, autonomous braking systems.

Quick Reference

  • To test data in lab/homework:
    1. Compute v2v^2 for each recorded speed.
    2. Plot dd (y) vs v2v^2 (x).
    3. Fit a straight line; slope ≈ kk.
  • If graph is linear with R21R^2 \approx 1, quadratic model is validated.
  • Typical classroom data give k0.30.4s2/mk\approx 0.3{-}0.4\,\text{s}^2/\text{m} under dry asphalt conditions.