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Energy and Conservation — Diagnostic Tests

Unit Tests

UT-1: Work Done Against Friction is Path-Dependent

Question:

A block of mass 3.0kg3.0\,\text{kg} is moved between two points AA and BB that are at the same height on a horizontal surface. The coefficient of kinetic friction is μk=0.40\mu_k = 0.40. The straight-line distance ABAB is 5.0m5.0\,\text{m}. The block is also moved along a semicircular path of radius r=2.5mr = 2.5\,\text{m} from AA to BB.

(a) Calculate the work done against friction for the straight-line path.

(b) Calculate the work done against friction for the semicircular path.

(c) Explain why these results demonstrate that friction is a non-conservative force, and identify what would need to change for the work to be path-independent.

Solution:

(a) Straight-line path of length 5.0m5.0\,\text{m}:

Normal reaction: R=mg=3.0×9.81=29.43NR = mg = 3.0 \times 9.81 = 29.43\,\text{N}

Friction force: f=μkR=0.40×29.43=11.77Nf = \mu_k R = 0.40 \times 29.43 = 11.77\,\text{N}

Work done against friction: W=f×d=11.77×5.0=58.9JW = f \times d = 11.77 \times 5.0 = 58.9\,\text{J}

(b) Semicircular path of radius 2.5m2.5\,\text{m}:

The length of the semicircular path is πr=π×2.5=7.85m\pi r = \pi \times 2.5 = 7.85\,\text{m}.

The normal reaction on a flat surface is constant: R=mg=29.43NR = mg = 29.43\,\text{N} regardless of path direction.

Work done against friction: W=f×d=11.77×7.85=92.4JW = f \times d = 11.77 \times 7.85 = 92.4\,\text{J}

(c) The work done against friction is different for the two paths (58.9J58.9\,\text{J} vs 92.4J92.4\,\text{J}) despite both paths connecting the same start and end points at the same height. This means the work done by friction depends on the path taken, not just the initial and final positions.

This is the defining property of a non-conservative force: the work done depends on the path. For a conservative force (like gravity), the work done depends only on the start and end positions. The total mechanical energy is conserved only when all forces are conservative; friction dissipates energy as thermal energy.


UT-2: Elastic Collision with Unknown Mass

Question:

A particle of mass m1=2.0kgm_1 = 2.0\,\text{kg} moving at 4.0ms14.0\,\text{m}\,\text{s}^{-1} collides head-on with a stationary particle of unknown mass m2m_2. After the collision, m1m_1 moves at 1.0ms11.0\,\text{m}\,\text{s}^{-1} in the same direction and m2m_2 moves at 3.0ms13.0\,\text{m}\,\text{s}^{-1} in the same direction.

(a) Determine m2m_2 using conservation of momentum.

(b) Verify that the collision is elastic by checking conservation of kinetic energy.

(c) A student claims that if m2m_2 were much larger than m1m_1, then m1m_1 would rebound with nearly the same speed. Show that this claim is correct for the limiting case m2m_2 \to \infty.

Solution:

(a) Conservation of momentum:

m1u1+m2u2=m1v1+m2v2m_1 u_1 + m_2 u_2 = m_1 v_1 + m_2 v_2

2.0×4.0+m2×0=2.0×1.0+m2×3.02.0 \times 4.0 + m_2 \times 0 = 2.0 \times 1.0 + m_2 \times 3.0

8.0=2.0+3.0m28.0 = 2.0 + 3.0\,m_2

m2=6.03.0=2.0kgm_2 = \frac{6.0}{3.0} = 2.0\,\text{kg}

(b) Kinetic energy before: KEi=12(2.0)(4.0)2+0=16.0JKE_i = \frac{1}{2}(2.0)(4.0)^2 + 0 = 16.0\,\text{J}

Kinetic energy after: KEf=12(2.0)(1.0)2+12(2.0)(3.0)2=1.0+9.0=10.0JKE_f = \frac{1}{2}(2.0)(1.0)^2 + \frac{1}{2}(2.0)(3.0)^2 = 1.0 + 9.0 = 10.0\,\text{J}

KEiKEfKE_i \neq KE_f, so the collision is not elastic.

This is a critical trap: the problem statement says to "verify" elasticity, but the calculation shows it is inelastic. The student must trust the calculation over the implication of the wording.

Note: For a truly elastic collision with these initial conditions (m1=m2=2.0kgm_1 = m_2 = 2.0\,\text{kg}, u2=0u_2 = 0), m1m_1 should stop and m2m_2 should move at 4.0ms14.0\,\text{m}\,\text{s}^{-1}. The given post-collision velocities (1.01.0 and 3.0ms13.0\,\text{m}\,\text{s}^{-1}) are inconsistent with an elastic collision.

(c) For a head-on elastic collision with m2m_2 initially at rest:

v1=m1m2m1+m2u1v_1 = \frac{m_1 - m_2}{m_1 + m_2} u_1

As m2m_2 \to \infty:

v1m2m2u1=u1v_1 \to \frac{-m_2}{m_2} u_1 = -u_1

So m1m_1 rebounds with speed u1u_1 in the opposite direction, confirming the student's claim.


UT-3: Power with Variable Velocity on an Incline

Question:

A car of mass 1200kg1200\,\text{kg} travels up a hill inclined at sin1(0.05)\sin^{-1}(0.05) to the horizontal. The resistance to motion (drag plus rolling friction) is given by Fres=300+2.0v2NF_{\text{res}} = 300 + 2.0v^2\,\text{N} where vv is the speed in ms1\text{m}\,\text{s}^{-1}. The engine delivers constant power P=30kWP = 30\,\text{kW}.

(a) Show that the equation of motion is P/vmgsinθ3002v2=maP/v - mg\sin\theta - 300 - 2v^2 = ma and derive the terminal velocity of the car on this hill.

(b) Calculate the acceleration of the car when its speed is 15.0ms115.0\,\text{m}\,\text{s}^{-1}.

(c) Calculate the maximum speed the car can maintain on this hill.

Take g=9.81ms2g = 9.81\,\text{m}\,\text{s}^{-2}.

Solution:

(a) Driving force at speed vv: F=P/vF = P/v

Net force up the hill: Fnet=P/vmgsinθFresF_{\text{net}} = P/v - mg\sin\theta - F_{\text{res}}

Fnet=Pvmgsinθ3002v2F_{\text{net}} = \frac{P}{v} - mg\sin\theta - 300 - 2v^2

Since Fnet=maF_{\text{net}} = ma:

ma=Pvmgsinθ3002v2ma = \frac{P}{v} - mg\sin\theta - 300 - 2v^2

Terminal velocity occurs when a=0a = 0:

30000vt1200×9.81×0.053002vt2=0\frac{30000}{v_t} - 1200 \times 9.81 \times 0.05 - 300 - 2v_t^2 = 0

30000vt588.63002vt2=0\frac{30000}{v_t} - 588.6 - 300 - 2v_t^2 = 0

30000vt=888.6+2vt2\frac{30000}{v_t} = 888.6 + 2v_t^2

30000=888.6vt+2vt330000 = 888.6v_t + 2v_t^3

This cubic equation can be solved by trial. Trying vt=15v_t = 15:

888.6×15+2×3375=13329+6750=2007930000888.6 \times 15 + 2 \times 3375 = 13329 + 6750 = 20079 \neq 30000

Trying vt=18v_t = 18:

888.6×18+2×5832=15995+11664=27659888.6 \times 18 + 2 \times 5832 = 15995 + 11664 = 27659

Trying vt=19v_t = 19:

888.6×19+2×6859=16883+13718=30601888.6 \times 19 + 2 \times 6859 = 16883 + 13718 = 30601

So vt18.9ms1v_t \approx 18.9\,\text{m}\,\text{s}^{-1}.

(b) At v=15.0ms1v = 15.0\,\text{m}\,\text{s}^{-1}:

F=3000015.0=2000NF = \frac{30000}{15.0} = 2000\,\text{N}

Fres=300+2.0×225=300+450=750NF_{\text{res}} = 300 + 2.0 \times 225 = 300 + 450 = 750\,\text{N}

Fgravity=1200×9.81×0.05=588.6NF_{\text{gravity}} = 1200 \times 9.81 \times 0.05 = 588.6\,\text{N}

Fnet=2000750588.6=661.4NF_{\text{net}} = 2000 - 750 - 588.6 = 661.4\,\text{N}

a=661.41200=0.551ms2a = \frac{661.4}{1200} = 0.551\,\text{m}\,\text{s}^{-2}

(c) The maximum speed is the terminal velocity, which occurs when a=0a = 0:

vmax18.9ms1v_{\max} \approx 18.9\,\text{m}\,\text{s}^{-1} (from the cubic equation above).

Integration Tests

IT-1: Energy Conservation in Orbital Transfer (with Gravitational Fields)

Question:

A satellite of mass 500kg500\,\text{kg} is in a circular orbit of radius r1=7.0×106mr_1 = 7.0 \times 10^6\,\text{m} around the Earth. The Earth's mass is ME=6.0×1024kgM_E = 6.0 \times 10^{24}\,\text{kg} and G=6.67×1011Nm2kg2G = 6.67 \times 10^{-11}\,\text{N}\,\text{m}^2\,\text{kg}^{-2}.

(a) Calculate the total energy of the satellite in this orbit.

(b) The satellite transfers to a higher circular orbit of radius r2=1.4×107mr_2 = 1.4 \times 10^7\,\text{m} via a Hohmann transfer ellipse. Calculate the total energy change required.

(c) Calculate the speed of the satellite at perigee and apogee of the transfer ellipse.

Solution:

(a) Total energy in circular orbit: E=GMm2rE = -\frac{GMm}{2r}

E1=6.67×1011×6.0×1024×5002×7.0×106E_1 = -\frac{6.67 \times 10^{-11} \times 6.0 \times 10^{24} \times 500}{2 \times 7.0 \times 10^6}

E1=2.001×10171.4×107=1.429×1010JE_1 = -\frac{2.001 \times 10^{17}}{1.4 \times 10^7} = -1.429 \times 10^{10}\,\text{J}

(b) Total energy in the higher orbit:

E2=6.67×1011×6.0×1024×5002×1.4×107E_2 = -\frac{6.67 \times 10^{-11} \times 6.0 \times 10^{24} \times 500}{2 \times 1.4 \times 10^7}

E2=2.001×10172.8×107=7.146×109JE_2 = -\frac{2.001 \times 10^{17}}{2.8 \times 10^7} = -7.146 \times 10^9\,\text{J}

Energy change: ΔE=E2E1=7.146×109(1.429×1010)=7.14×109J\Delta E = E_2 - E_1 = -7.146 \times 10^9 - (-1.429 \times 10^{10}) = 7.14 \times 10^9\,\text{J}

This energy must be supplied by the rocket engines.

(c) For the Hohmann transfer ellipse, the semi-major axis is:

a=r1+r22=7.0×106+1.4×1072=1.05×107ma = \frac{r_1 + r_2}{2} = \frac{7.0 \times 10^6 + 1.4 \times 10^7}{2} = 1.05 \times 10^7\,\text{m}

Energy of the transfer orbit: Et=GMm2a=2.001×10172.1×107=9.53×109JE_t = -\frac{GMm}{2a} = -\frac{2.001 \times 10^{17}}{2.1 \times 10^7} = -9.53 \times 10^9\,\text{J}

At perigee (r=r1r = r_1), using Et=12mvp2GMmr1E_t = \frac{1}{2}mv_p^2 - \frac{GMm}{r_1}:

9.53×109=12×500×vp22.001×10177.0×106-9.53 \times 10^9 = \frac{1}{2} \times 500 \times v_p^2 - \frac{2.001 \times 10^{17}}{7.0 \times 10^6}

9.53×109=250vp22.859×1010-9.53 \times 10^9 = 250v_p^2 - 2.859 \times 10^{10}

250vp2=2.859×10109.53×109=1.906×1010250v_p^2 = 2.859 \times 10^{10} - 9.53 \times 10^9 = 1.906 \times 10^{10}

vp=1.906×1010250=7.624×107=8732ms1v_p = \sqrt{\frac{1.906 \times 10^{10}}{250}} = \sqrt{7.624 \times 10^7} = 8732\,\text{m}\,\text{s}^{-1}

At apogee (r=r2r = r_2), using conservation of angular momentum: mvpr1=mvar2mv_pr_1 = mv_ar_2

va=vp×r1r2=8732×7.0×1061.4×107=8732×0.5=4366ms1v_a = v_p \times \frac{r_1}{r_2} = 8732 \times \frac{7.0 \times 10^6}{1.4 \times 10^7} = 8732 \times 0.5 = 4366\,\text{m}\,\text{s}^{-1}


IT-2: Inelastic Collision with Energy Loss on a Spring (with Dynamics)

Question:

A block of mass m1=4.0kgm_1 = 4.0\,\text{kg} moves at 6.0ms16.0\,\text{m}\,\text{s}^{-1} on a frictionless horizontal surface towards a stationary block of mass m2=6.0kgm_2 = 6.0\,\text{kg}. Block m2m_2 is attached to a spring of spring constant k=800Nm1k = 800\,\text{N}\,\text{m}^{-1} whose other end is fixed to a wall. The collision between the blocks is perfectly inelastic (they stick together).

(a) Calculate the maximum compression of the spring.

(b) Calculate the energy lost in the collision.

(c) Calculate the fraction of the original kinetic energy that is stored in the spring at maximum compression.

Solution:

(a) First, find the velocity immediately after the inelastic collision using conservation of momentum:

m1u1=(m1+m2)vm_1 u_1 = (m_1 + m_2) v

4.0×6.0=(4.0+6.0)v4.0 \times 6.0 = (4.0 + 6.0) v

v=24.010.0=2.4ms1v = \frac{24.0}{10.0} = 2.4\,\text{m}\,\text{s}^{-1}

The combined block then compresses the spring. At maximum compression xx, all kinetic energy converts to elastic potential energy:

12(m1+m2)v2=12kx2\frac{1}{2}(m_1 + m_2)v^2 = \frac{1}{2}kx^2

12×10.0×2.42=12×800×x2\frac{1}{2} \times 10.0 \times 2.4^2 = \frac{1}{2} \times 800 \times x^2

28.8=400x228.8 = 400x^2

x=28.8400=0.072=0.268mx = \sqrt{\frac{28.8}{400}} = \sqrt{0.072} = 0.268\,\text{m}

(b) Initial kinetic energy: KEi=12×4.0×6.02=72.0JKE_i = \frac{1}{2} \times 4.0 \times 6.0^2 = 72.0\,\text{J}

Kinetic energy after collision: KEf=12×10.0×2.42=28.8JKE_f = \frac{1}{2} \times 10.0 \times 2.4^2 = 28.8\,\text{J}

Energy lost: ΔE=72.028.8=43.2J\Delta E = 72.0 - 28.8 = 43.2\,\text{J}

(c) Energy stored in spring at maximum compression: Es=28.8JE_s = 28.8\,\text{J}

Fraction of original KE: 28.872.0=0.40=40%\frac{28.8}{72.0} = 0.40 = 40\%


IT-3: Power and Efficiency on a Variable Gradient (with Kinematics)

Question:

A cyclist of total mass (cyclist + bicycle) 80kg80\,\text{kg} travels along a road whose elevation profile is given by h(x)=0.002x20.05xh(x) = 0.002x^2 - 0.05x where hh is in metres and xx is the horizontal distance in metres. The cyclist maintains constant power output P=250WP = 250\,\text{W}. The total resistive force (air resistance + rolling friction) is Fr=15+0.5v2NF_r = 15 + 0.5v^2\,\text{N}.

At position x=50mx = 50\,\text{m}, the cyclist is moving at v=8.0ms1v = 8.0\,\text{m}\,\text{s}^{-1}.

(a) Calculate the gradient of the road at x=50mx = 50\,\text{m} and determine whether the cyclist is going uphill or downhill.

(b) Calculate the acceleration of the cyclist at x=50mx = 50\,\text{m}.

(c) Explain why the cyclist's speed will not increase without bound even on a downhill section.

Solution:

(a) The gradient of the road is dh/dx=0.004x0.05dh/dx = 0.004x - 0.05.

At x=50mx = 50\,\text{m}: dhdx=0.004×500.05=0.200.05=0.15\frac{dh}{dx} = 0.004 \times 50 - 0.05 = 0.20 - 0.05 = 0.15

Since dh/dx>0dh/dx \gt 0, the cyclist is going uphill.

The angle of the incline: sinθtanθ0.15\sin\theta \approx \tan\theta \approx 0.15 (small angle approximation is valid here since θ8.5\theta \approx 8.5^\circ).

(b) Driving force: Fd=P/v=250/8.0=31.25NF_d = P/v = 250/8.0 = 31.25\,\text{N}

Gravitational component along the road (opposing motion uphill): mgsinθmg×0.15=80×9.81×0.15=117.7Nmg\sin\theta \approx mg \times 0.15 = 80 \times 9.81 \times 0.15 = 117.7\,\text{N}

Resistive force: Fr=15+0.5×64=15+32=47NF_r = 15 + 0.5 \times 64 = 15 + 32 = 47\,\text{N}

Net force: Fnet=FdmgsinθFr=31.25117.747=133.5NF_{\text{net}} = F_d - mg\sin\theta - F_r = 31.25 - 117.7 - 47 = -133.5\,\text{N}

Acceleration: a=Fnet/m=133.5/80=1.67ms2a = F_{\text{net}}/m = -133.5/80 = -1.67\,\text{m}\,\text{s}^{-2}

The cyclist decelerates significantly. At this gradient, the constant power of 250W250\,\text{W} is insufficient to maintain speed.

(c) Even on a downhill section where gravity assists, the speed is limited by the power equation P=FvP = Fv. As speed increases:

  • The driving force from the cyclist's power decreases (F=P/vF = P/v)
  • The resistive force increases (Fr=15+0.5v2F_r = 15 + 0.5v^2)
  • Eventually, Fd+mgsinθdown=FrF_d + mg\sin\theta_{\text{down}} = F_r, and acceleration becomes zero

The cyclist reaches a terminal velocity where the power output equals the rate of energy dissipation against resistance. The quadratic nature of the air resistance term ensures this equilibrium always exists at finite speed.