cambridge tripose ia-dyn-chapter7
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Chapter 7 of a Cambridge Tripos Part IA dynamics course, apparently a downloaded reference in Phil's frames folder. It derives the relation between time derivatives in inertial and rotating frames, then the equation of motion with Coriolis and centrifugal terms. Worked examples include apparent gravity, a fairground drum ride, cyclonic winds, and the Foucault pendulum, whose swing plane precesses at rate omega sin(latitude).
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Extracted text (machine-read; may contain errors)
Chapter 7
Rotating Frames
7.1 Angular Velocity
A rotating body always has an (instantaneous) axis of rotation.
Definition: a frame of reference S/primeis said to have angular velocity
!with respect to some fixed frame Sif, in an infinitesimal time δt,
all vectors which are fixed in S/primerotate through an angle δθ=ω δt
about an axis n= !/ωthrough the origin, where ω=| !|.
Consider a vector uwhich is fixed in the rotating frame. In a time δtit rotates through
an angle δθabout n; i.e., it moves to
u+δu=ucosδθ+ (u . n )n(1−cosδθ)−u×nsinδθ
=u+n×uδθ+O(δθ2)
=⇒ δu=n×uω δt+O(δt2)
=⇒ ˙u=ωn×u= !×u.
(This fact is often regarded as “obvious” and can be quoted; it is
sometimes taken as the definition of !.)
Now let Sbe an inertial frame and S/primebe a frame rotating with angular velocity !
with respect to S. Let {e1,e2,e3}be a basis for Sand{e/prime
1,e/prime
2,e/prime
3}a basis for S/prime. Let
abe any vector — not necessarily fixed in either SorS/prime— with components aianda/prime
i
respectively, i.e.,
a=a1e1+a2e2+a3e3=a/prime
1e/prime
1+a/prime
2e/prime
2+a/prime
3e/prime
3.
Then
˙a=d
dt(aiei) = ˙aiei
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since the {ei}are fixed. Also,
˙a=d
dt(a/prime
ie/prime
i)
= ˙a/prime
ie/prime
i+a/prime
i˙e/prime
i
= ˙a/prime
ie/prime
i+a/prime
i !×e/prime
i (because the e/prime
iare fixed in S/prime)
= ˙a/prime
ie/prime
i+ !×(a/prime
ie/prime
i)
= ˙a/prime
ie/prime
i+ !×a.
Introduce the notations
/parenleftbiggda
dt/parenrightbigg
S≡˙aiei,/parenleftbiggda
dt/parenrightbigg
S/prime≡˙a/prime
ie/prime
i.
Note that an observer in S/primewho does not know that it is rotating would measure the rate
of change of aas (da/dt)S/prime, because he would not include the contribution of ˙e/prime
i; he only
notices the rate of change of the components a/prime
iin his own frame. We have
/parenleftbiggda
dt/parenrightbigg
S=/parenleftbiggda
dt/parenrightbigg
S/prime+ !×a
foranyvector a.
We can apply the same method again:
¨a=d
dt(˙a/prime
ie/prime
i+ !×a)
= ¨a/prime
ie/prime
i+ ˙a/prime
i˙e/prime
i+˙!×a+ !×˙a
= ¨a/prime
ie/prime
i+ 2 !×(˙a/prime
ie/prime
i) +˙!×a+ !×( !×a).
So
/parenleftbiggd2a
dt2/parenrightbigg
S=/parenleftbiggd2a
dt2/parenrightbigg
S/prime+ 2 !×/parenleftbiggda
dt/parenrightbigg
S/prime+˙!×a+ !×( !×a).
7.2 The Equation of Motion in a Rotating Frame
Since Sis an inertial frame, NIIholds in that frame:
F=m/parenleftbiggd2x
dt2/parenrightbigg
S.
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Hence
F=m/braceleftbigg/parenleftbiggd2x
dt2/parenrightbigg
S/prime+ 2 !×/parenleftbiggdx
dt/parenrightbigg
S/prime+˙!×x+ !×( !×x)/bracerightbigg
. (7.1)
Example: a particle is suspended by a string in a laboratory on
the Earth’s surface, with position vector Rrelative to the centre of
the Earth which rotates with (constant) angular velocity !. The
particle is hanging at equilibrium in the lab frame. What is the
tension in the string?
Since (d x/dt)S/prime=0, because the particle is at rest in the lab,
T+mg=m !×( !×R),
i.e.,
T=−m{g− !×( !×R)}.
Without rotation, the answer would have been just −mg; so we call
g− !×( !×R) the apparent gravity .
Example: in a fairground ride on Midsummer Common, a large cir-
cular drum of radius arotates about its own axis, which is vertical.
People pay good money to get pinned to the wall as the floor drops
away. What is the minimum safe angular velocity of the drum?
In the rotating frame of the drum, the position vector xof a
person is fixed, so (d x/dt)S/primeand (d2x/dt2)S/primeboth vanish. The forces
on the person are mg, a reaction Nfrom the wall and friction R, so
mg+N+R=m !×( !×x)
=m( !. x) !−m( !. !)x
=−mω2x. (Because !is perpendicular to x.)
Resolving vertically, R=−mg, so friction is the only thing holding the person up, while
horizontally, N=−mω2x. Recall that |R|/lessorequalslantµ|N|from§1.6.2, where µis the coefficient
of static friction; so
mg/lessorequalslantµmω2a, i.e., ω/greaterorequalslant/radicalbig
g/(µa).
Ifωdrops below this, the person slides off the ride.
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The equation of motion is sometimes rearranged (by engineers and physicists) as
m/parenleftbiggd2x
dt2/parenrightbigg
S/prime=F−2m !×/parenleftbiggdx
dt/parenrightbigg
S/prime−m˙!×x−m !×( !×x).
The various terms on the rhs are then called fictitious forces ; they do not really exist
but an observer in S/prime(who does not know that S/primeis rotating) feels an acceleration caused
by them just as if they were real.
For example, in the fairground example above, the fictitious force is −m !×( !×x)
which equals mω2x(radially outwards ) — this is called the “centrifugal force”. As far as
the observer in S/primeis concerned, the “centrifugal force” is cancelled by N.
The most physically important rotating system is the Earth itself. Our weather patterns are strongly
influenced by the Earth’s rotation, and in particular by the “Coriolis force”, i.e., the fictitious force
−2m !×(dx/dt)S/prime.
Consider the motion of air masses in the atmosphere. Air close to the surface is warmer than air higher
up, which produces an upwards force that more or less balances the downwards pull of gravity: hence we
can ignore vertical motion as it is essentially static. However, there are significant effects in horizontal
directions.
As an example, consider a region of low atmospheric pressure p, known
as a depression . Weather maps usually include isobars which are con-
tours of constant p, and the (real) forces acting on air currents push
them in the direction of −∇p(i.e., from high to low pressure). There-
fore, we might na¨ ıvely expect air flow to be orthogonal to the isobars
(because ∇fis always perpendicular to a curve of constant ffor any
function f(x)).
However, in the Northern hemisphere, !has a component vertically
upwards and − !×(dx/dt)S/primetherefore pushes to the right when viewed
from above. So the fictitious Coriolis force causes winds to be de-
flected rightwards. (In the Southern hemisphere, winds are deflected to
the left.) This deflection continues until the pressure force −∇pis in
balance with the Coriolis force; this happens when the wind direction
(dx/dt)S/primeis along the contour lines. The result is that winds actually
circle anticlockwise around a depression, parallel to the isobars, rather
than orthogonal to them. (In reality, other effects such as friction cause
the air flow to move slightly inwards as it circulates.)
7.3 The Foucault Pendulum
This is just a simple pendulum, with a bob of mass mand a
string of length lattached to the point (0 ,0, l). We assume
that the displacements are small, i.e., |x| /lessmuchl. We choose our
axes such that the x-axis points East and the y-axis North.
We note that x2+y2+ (l−z)2=l2, so
z=1
2l(x2+y2+z2).
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Since x, y, z are all small, zis actually very small (second order), and we therefore take
it to be zero. So we can use plane polar coordinates ( r, φ) in the ( x, y) plane. Note that
θ(the angle of the pendulum from the vertical) is small and that sin θ=r/l; so the
components of T= (Tx, Ty, Tz) are
Tz=Tcosθ≈T,
Tx=−Tsinθcosφ
=−T(r/l)(x/r)
=−T x/l,
Ty=−T y/l.
Now our co-ordinate frame is rotating with the Earth at (constant) angular velocity
!. Since ω=| !|is small, we may ignore terms of order ω2; hence, from (7.1),
T+mg=m/braceleftbigg/parenleftbiggd2x
dt2/parenrightbigg
S/prime+ 2 !×/parenleftbiggdx
dt/parenrightbigg
S/prime/bracerightbigg
.
Since (d /dt)S/primerefers to the rate of change measured in this frame , (dx/dt)S/prime= ( ˙x,˙y,˙z)
and (d2x/dt2)S/prime= (¨x,¨y,¨z). We also have != (0, ωcosλ, ωsinλ) where λis the latitude.
Hence
Tx/m= ¨x+ 2ω( ˙zcosλ−˙ysinλ),
Ty/m= ¨y+ 2ω˙xsinλ,
Tz/m−g= ¨z−2ω˙xcosλ.
Since z≈0, the last of these three equations gives Tz≈mg+O(ω); since T≈Tz,
we obtain Tx=−(mg/l )x+O(ωx/l ). As both ωandx/lare small, we can ignore the
second-order correction term to Txand obtain
¨x=−g
lx+ 2ω˙ysinλ, (7.2)
¨y=−g
ly−2ω˙xsinλ. (7.3)
Now let ζ=x+ iy. Taking (7.2) + i(7.3),
¨ζ=−g
lζ−2iω˙ζsinλ.
The auxiliary equation is
α2+ 2iωαsinλ+g
l= 0,
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i.e.,
α=−iωsinλ±/radicalbigg
−ω2sin2λ−g
l≈ −iωsinλ±i/radicalbig
g/l.
The general solution is therefore
ζ= e−iωtsinλ/parenleftbig
Acos(/radicalbig
g/l t) +Bsin(/radicalbig
g/l t)/parenrightbig
.
In particular,
argζ=−ωtsinλ+ arg/parenleftbig
Acos(/radicalbig
g/l t) +Bsin(/radicalbig
g/l t)/parenrightbig
.
We note that φ= arg ζ, because the ( x, y)-plane is simply the Argand plane for ζ. The
only effect of ωis to cause φto decrease at a constant rate ωsinλ; that is, the direction
of swing of the pendulum moves clockwise at constant angular speed ωsinλwhile the
pendulum continues to swing to and fro with frequency/radicalbig
g/l.
(This rotation is slow: its period is 2 π/(ωsinλ), and ω= 2π/(1 day), so at λ= 52◦N
the period is around 301
2hours.)
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