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SQA Advanced Higher Physics

Advanced Higher · SQAPhysics노트 34개, 폴더 4개, 218 KB

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Notes for SQA Advanced Higher Physics (course specification C857 77, valid from session 2026-27), in a folder for each of the course's content areas in its order: rotational motion and astrophysics, quanta and waves, electromagnetism, and units, prefixes and uncertainties. Each has one note for a topic or a few closely related ones, with the equations, worked examples and the experimental methods that go with them.

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포함된 내용

  • Rotational motion and astrophysics
    • Kinematics with calculus6 KB
    • Angular motion6 KB
    • Circular motion and centripetal force5 KB
    • Moment of inertia5 KB
    • Torque and angular momentum6 KB
    • Rotational kinetic energy6 KB
    • Gravitational fields and orbits7 KB
    • Gravitational potential and escape velocity6 KB
    • General relativity and black holes7 KB
    • Stellar radiation5 KB
    • Star formation and the proton-proton chain6 KB
    • The Hertzsprung–Russell diagram and the life cycle of stars6 KB
  • Quanta and waves
    • Quantum theory and the Bohr atom8 KB
    • Wave–particle duality and the uncertainty principle7 KB
    • Particles from space6 KB
    • Simple harmonic motion7 KB
    • Energy in simple harmonic motion and damping6 KB
    • Travelling waves6 KB
    • Coherence and stationary waves7 KB
    • Interference by division of amplitude8 KB
    • Young's slits6 KB
    • Polarisation6 KB
  • Electromagnetism
    • Electric fields and potential7 KB
    • Charged particles in uniform electric fields7 KB
    • Magnetic fields and forces9 KB
    • Capacitors and RC circuits7 KB
    • Capacitive reactance in AC circuits5 KB
    • Inductors6 KB
    • Inductive reactance in AC circuits5 KB
    • Electromagnetic waves5 KB
  • Units, prefixes and uncertainties
    • Units, prefixes and significant figures7 KB
    • Types of uncertainty and how to estimate them7 KB
    • Combining uncertainties6 KB
    • Graphs, accuracy and evaluating an experiment7 KB

첫 번째 노트

Rotational motion and astrophysics / Kinematics with calculus

Rates of change

Kinematics describes motion without asking what causes it. At Advanced Higher the quantities are treated as functions of time, and the language of calculus is used because velocity and acceleration are rates of change.

Differential notation writes a rate of change as a derivative. If a quantity yy depends on time tt, then dydt\dfrac{dy}{dt} is how fast yy is changing at that instant. It is the gradient of the graph of yy against tt, taken at a single point, which is why it can be found for a curve as well as for a straight line.

For straight-line motion, with displacement ss measured from a fixed point:

v=dsdta=dvdt=d2sdt2 v = \frac{ds}{dt} \qquad a = \frac{dv}{dt} = \frac{d^2 s}{dt^2}

Velocity measures how quickly displacement changes as time passes, and acceleration how quickly velocity changes, so acceleration is the second derivative of displacement. vv is in m s−1\mathrm{m\,s^{-1}} and aa in m s−2\mathrm{m\,s^{-2}}. Because displacement, velocity and acceleration are vectors, in one dimension their sign carries the direction: a negative vv means motion in the negative direction, and a negative aa with a positive vv means the object is slowing down.

Deriving the equations of motion

The equations for constant acceleration follow from the definitions by integration, so they do not need to be learned as separate facts. They apply only when aa is constant.

Start from a=dvdta = \dfrac{dv}{dt} with aa constant, and let the velocity be uu at t=0t = 0 and vv at time tt. Integrating both sides with respect to time between these limits gives

∫uvdv=∫0ta dt⇒v−u=at⇒v=u+at \int_u^v dv = \int_0^t a\,dt \quad\Rightarrow\quad v - u = at \quad\Rightarrow\quad v = u + at

Now use v=dsdt=u+atv = \dfrac{ds}{dt} = u + at, and integrate again from displacement 00 at t=0t = 0 to displacement ss at time tt:

∫0sds=∫0t(u+at) dts=ut+12at2 \begin{aligned} \int_0^s ds &= \int_0^t (u + at)\,dt \\ s &= ut + \tfrac12 at^2 \end{aligned}

For the third equation, write the acceleration as a=dvdt=dvdsdsdt=vdvdsa = \dfrac{dv}{dt} = \dfrac{dv}{ds}\dfrac{ds}{dt} = v\dfrac{dv}{ds}. Then a ds=v dva\,ds = v\,dv, and for constant aa

∫0sa ds=∫uvv dv⇒as=12v2−12u2⇒v2=u2+2as \int_0^s a\,ds = \int_u^v v\,dv \quad\Rightarrow\quad as = \tfrac12 v^2 - \tfrac12 u^2 \quad\Rightarrow\quad v^2 = u^2 + 2as

The three equations are therefore

v=u+ats=ut+12at2v2=u2+2as v = u + at \qquad s = ut + \tfrac12 at^2 \qquad v^2 = u^2 + 2as

where uu is the initial velocity, vv the final velocity, ss the displacement, aa the constant acceleration and tt the time.

Varying acceleration

When the acceleration is not constant the three equations cannot be used. The displacement has to be given as a function of time, and velocity and acceleration are found by differentiating it. If the acceleration is given as a function of time, velocity and displacement are found by integrating, and each integration introduces a constant that the starting conditions fix.

Worked example. A trolley's displacement from a starting point is s=3t2−0.5t3s = 3t^2 - 0.5t^3, with ss in metres and tt in seconds.

v=dsdt=6t−1.5t2a=dvdt=6−3t \begin{aligned} v &= \frac{ds}{dt} = 6t - 1.5t^2 \\ a &= \frac{dv}{dt} = 6 - 3t \end{aligned}

At t=2.0 st = 2.0\,\mathrm{s}, s=12−4=8.0 ms = 12 - 4 = 8.0\,\mathrm{m}, v=12−6.0=6.0 m s−1v = 12 - 6.0 = 6.0\,\mathrm{m\,s^{-1}} and a=6−6=0a = 6 - 6 = 0. The acceleration is zero there, which is where the velocity is a maximum, because vv stops increasing when dvdt=0\dfrac{dv}{dt} = 0. At t=4.0 st = 4.0\,\mathrm{s} the velocity is 24−24=024 - 24 = 0, so the trolley is momentarily at rest, and a=6−12=−6.0 m s−2a = 6 - 12 = -6.0\,\mathrm{m\,s^{-2}} shows it is about to move back.

Going the other way, suppose an object starts from rest with acceleration a=4ta = 4t in m s−2\mathrm{m\,s^{-2}}. Then

v=∫4t dt=2t2+cs=∫2t2 dt=23t3+c′ \begin{aligned} v &= \int 4t\,dt = 2t^2 + c \\ s &= \int 2t^2\,dt = \tfrac23 t^3 + c' \end{aligned}

Starting from rest gives v=0v = 0 at t=0t = 0, so c=0c = 0. If it also starts at the origin then c′=0c' = 0. After 3.0 s3.0\,\mathrm{s} the speed is 18 m s−118\,\mathrm{m\,s^{-1}} and the displacement 18 m18\,\mathrm{m}.

Gradients on motion graphs

The gradient of a line on a graph is the rate of change of the quantity on the vertical axis with respect to the quantity on the horizontal axis. For a curve the gradient at a point is the gradient of the tangent there, which is the derivative at that point.

GraphGradientArea under the line
displacement against timeinstantaneous velocityno physical meaning
velocity against timeinstantaneous accelerationdisplacement
acceleration against timerate of change of accelerationchange in velocity

A straight line on a vv-tt graph has a constant gradient, so constant acceleration. A curved line shows a changing acceleration, and the acceleration at a chosen moment is found by drawing a tangent at that time and calculating its gradient, using two points as far apart on the tangent as the graph allows.

Areas under graphs

Integration finds the area between a curve and the horizontal axis. The area under a velocity against time graph between times t1t_1 and t2t_2 is

Δs=∫t1t2v dt \Delta s = \int_{t_1}^{t_2} v\,dt

and the area under an acceleration against time graph between the same limits is the change in velocity,

Δv=∫t1t2a dt \Delta v = \int_{t_1}^{t_2} a\,dt

Area below the time axis counts as negative, which reflects movement in the opposite direction. The total displacement is the signed sum, and the distance travelled is the sum of the areas without their signs.

When the line is straight, the area is a rectangle, triangle or trapezium and can be found without integrating. Worked example: an acceleration increases uniformly from 00 to 6.0 m s−26.0\,\mathrm{m\,s^{-2}} over 4.0 s4.0\,\mathrm{s}. The area under the graph is a triangle, 12×4.0×6.0=12 m s−1\tfrac12 \times 4.0 \times 6.0 = 12\,\mathrm{m\,s^{-1}}, which is the change in velocity. If the graph is a curve given by an expression, the same result comes from the integral: with a=1.5ta = 1.5t, Δv=∫041.5t dt=[0.75t2]04=12 m s−1\Delta v = \int_0^4 1.5t\,dt = \left[0.75t^2\right]_0^4 = 12\,\mathrm{m\,s^{-1}}.

Where a graph is a smooth curve with no equation, the area is estimated by counting squares or by splitting it into strips, and the gradient by drawing a tangent. The estimate has an uncertainty from the reading of the graph.

Choosing a method

A problem with constant acceleration and known quantities uses the three equations. A problem with an expression for ss, vv or aa in terms of tt uses differentiation to move towards acceleration and integration to move towards displacement. A problem that gives a graph uses gradients and areas, and a graph that is straight-sided can be handled with geometry.

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