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Chapter 4 Angular Momentum .
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Page 1: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

Chapter 4

Angular Momentum

.

Page 2: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

A central force is any force that is directed along the radius, i.e., it is in the form

rF ˆF

Now since V

F

For any central force problem

rVVor

From this definition we conclude that any central force doesn't do any torque

about the origin

The Angular momentum must be conserved

ˆ

sin

1ˆ1ˆˆ

V

r

V

rr

r

VrF

0

V0and

V

Page 3: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

Quantum mechanically, for the angular momentum to be conserved, it must

commute with the Hamiltonian, i.e.,

The Hamiltonian for a central force problem is now written as

)1(2

22

rVH

Let us prove this relation by expressing the angular momentum as an operator

The operator that represents the angular momentum is

irprL

Let us, first, derive some properties concerning the angular momentum

0, HL

Page 4: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

xLx ,(i) xzpyp yz , 0, xLx

(ii) xx pL , xyz pzpyp , 0, xx pL

(iii) yLx , yzpyp yz , ypz y , ziyLx ,

(iv) yx pL , yyz pzpyp , zy ppy, zyx pipL ,

(v) yx LL , zxx xpzpL , zxxx pLxpzL ,, xypi yxpi zyx LiLL ,

(v) xLL ,2 xzyx LLLL ,222 zxzxzzyxyxyy LLLLLLLLLLLL ,,,,

zyyzyzzy LLiLLiLLiLLi 0,2 xLL

To generalize, if i,j and k are in cyclic order, we can show that

Page 5: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

)2(, kji xixL

)3(, kji pipL

)4(, kji LiLL

)5(0,2 jLL

Applying the Heisenberg's Uncertainty principle to the relation of Eq.(4) we

conclude that

)6(21

kji LLL

Page 6: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

Angular Momentum and Rigid Rotations

Consider the spatial displacement along the x-axis caused by the unitary

operator Ux such that

)()()( xx axxxU

In general if the displacement is arbitrary we can write, with the vector a is

infinitesimal

)(!2

)()()(2

22

xdx

dax

dx

daxaxBut x

xx

)()(2

1)(2

22

xexdx

da

dx

daxU xxax

xx

)()( xexUor xxi pa

x

)()( rerUorpa

r

i

par

i

eU

operatorunitaryThe is causing a displacement by a vector a.

Page 7: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

Let us find the unitary operator that causes a

rotation by some angle.

Consider the rotation of the coordinates

about the z-axis by an angle , as shown.

We can write

,cossin,sincos yxyyxx

But for infinitesimal we have

1cos,sin

zzxyyyxx ,,

Since the direction of the angle is along the axis of rotation so we can write

,0,0

Knowing that 0,, xyr

Eq. can be combined as

rrr

Page 8: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

In general, suppose that f(r) is an arbitrary differentiable function in space. If the

vector r is displaced by a to a new point r+a, a new function F(r) is obtained

such that

rar fF arr fF

Rotation about an axis defined by the unit vector n and the rotation angle (a) shows the displacement a(r) of the point whose position vector is r. (b) illustrates the active rotation of a function or state f(r) about an axis n perpendicular to the plane of the figure: f(r) → F(r) = f(r - a).

Page 9: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

Let a be a rotation by an angle about an axis

ra

)7(rarr ffFf

with the direction of is along the axis of rotation.

Using the relation ACBBACCBACBA

.

rfrrf

)8(fLi

f

rfpri

rfrrfrFf

If a is infinitesimal rarr ffF

Page 10: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

L is the generator of infinitesimal rotations.

Now integrating Eq.(8) we get

0

Ldi

f

dfF

f

L

i

rf

rF

)(

)(ln

Li

erf

rF

)(

)(

)9()()()( rfUrferF R

Li

)10(withL

i

R eU

Is the unitary rotational operator that is causing a rotation by an angle .

Page 11: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

UR rotates a state into a new state such that

rr RU

Multiplying the last equation from the left by the adjoint of UR

rrr RRR UUU††

It also takes an arbitrary observable A onto a generally different observable A'.

For any operator A, we define a rotationary transformed operator A' such that

rrr†

RRR AUUAUA

)11(†RRAUUA

For infinitesimal it easy to proof that

)12(,† ALiAUAUA

That is, if an operator commute with L it will be invariant under rotation.

Page 12: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

Now let f=x in Eq.(7) and the axis of rotation is taken to be the z-axis, so we

write

xaxax

Similarly we can show that

xayay y 0and zazaz

Combining the last three equation we can write

)13(rr

ya

zyx

kji

rφa x00

ˆˆˆ

yax x

Which is exactly like Eq.

Page 13: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

We can generalize to say that any vector operator V is rotated under

infinitesimal rotation as

)14(VV

Substituting Eq.(14) into Eq.(12) we get

VVLV-VV

,

i

)15(ˆˆ VLV, nin

Let us derive some commutation relations.

Letting V=r and in Eq.(15) then we obtain zn ˆˆ

rr, z ziL ˆ

From which we re-derive Eq.(2) which is

kji xixL ,

Page 14: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

A scalar operator S is an operator whose expectation value is invariant under

rotation and which therefore transforms according to the rule

0 SSS

Let the scalar operator S be represented by the scalar product between two

vector operators, i.e., BA S

BABA S

Using Eq.(14), the above equation becomes

0 BABA

S

It follows, from Eq.(12), that a scalar operator commute with L, i.e,

0L,S

If S is replaced by the potential energy then we expect

)16(0, rVL

For central force problem the potential energy is invariant under rotation

(rotational symmetry).

Page 15: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

Angular Momentum and Kinetic Energy

prprL

2

mlilmkjijk prprL 2

Where the Levi-Cevita symbol (third-rank tensor) is defined as

equal are indices moreor when two

)npermutatioodd(213,321,132

)npermutatioeven(312,231,123

0

1

1

ijk

ijk

ijk

Using the identity kljmkmjlilmijk

Using the relation

3

1

3

1j kkjijki BABA

mlkjkljmkmjl prprL 2jkkjkjkj prprprprL 2

Page 16: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

jkkjjk iprrp But jkkjjk irppr and

priprpripprrpiprrprpr kkjjkjkkjjkjkj

22

jkkjkjjkkj irpprprpr and prirpprprirppr kkjj

Knowing that

iprrp 3

pripriprprpr jkkj

32 pripr

2

2

The expression of L2 becomes

priprprpriprprihprL

2222222 2

rr

irrr

rirrpr

ˆ

sin

1ˆ1ˆˆBut

rr

rr

rrprL 22222

Page 17: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

)17(22222

rr

rprL

)18(222

22

2

2

22

rr

rrr

LpT

But L commute with any radial derivative

)19(0, TL

From Eq.(16) and Eq.(19)

0, HL L is constant for any central force problem.

rr

r

r

rr

rr

rprL

222222

Page 18: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

Reduction of the Central Force Problem

0,Since 2 HL

H and L2 have a common set of eigen functions

)20(22 L

)21( ErVTH

Substituting for T from Eq.(18) into Eq.(21) we get

)22(22

22

2

2

2

ErV

rr

rrr

L

Now substituting Eq.(20) into Eq.(22) we obtain

)23(22

22

2

2

2

ErV

rr

rrr

Page 19: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

)24(,,,Letting YrRr

Eq.(23) now reads

)25(22 2

22

2

2

rERrRrVrdr

dr

dr

d

r

)26(Lettingr

rUrR

Then Eq.(25) becomes

)27(22 2

2

2

22

rEUrUrVrdr

Ud

With the condition that U(0)=0 for to be finite at r=0

Eq.(27) is similar to the 1-D Schrödinger equation with an additive term 2

2

2 r

which can be considered as a centrifugal potential.

We will return to the solution of Eq.(27) later.

Page 20: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

The Eigenvalue Problem of L2

Now we want to solve Eq.(20), that is

)28(Now

ri

prL

ˆsin

1ˆ1ˆwith

rrr

r

Using the relations

cossinrx

sinsinry

cosrz

)20(22 L

Page 21: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

and the relations

kjir ˆcosˆsinsinˆcossinˆ

kji ˆsinˆsincosˆcoscosˆ

Eq.(28) can now be expressed in spherical coordinates as

)29(ˆsin

iL

ji ˆcosˆsinˆ

It is clear from Eq.(23) that L must commute with any function of r and with

any derivative of r.

sin

11

00

ˆˆˆ

rrr

r

r

ri

L

Page 22: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

To express L2 we have first to express each component of L. Now

)30(

xy

yx

iypxpL xyz

yyry

r

yBut

Using the relations

222 zyxr

r

z1cos

x

y1tanand

r

y

y

r

22 zr

yzr

y

22

andyx

x

y

Page 23: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

)31(2222

yx

x

zr

yzr

rr

y

y

xxrx

r

x

)32(2222

yx

y

zr

xzr

rr

x

x

Substituting Eqs.(31 & 32) into Eq.(30)

22

2

2222

2

22 yx

y

zr

yxzr

rr

yx

yx

x

zr

xyzr

rr

xy

iLz

)33(22

2

22

2

iyx

y

yx

x

iLz

In the same way it straight forward to prove that

Page 24: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

)34(cotcossin

iLx

)35(cotsincos

iLy

From Eqs.(33-35) we also get

)36(sin

1sin

sin

12

2

222222

zyx LLLL

Now returning to Eq.(20) and using Eq.(24) we get

rRYrRYL ,, 22

But, as it is clear from Eq.(36), L2 doesn't operate on R(r)

)37(,, 22 YYL

Substituting for L2 from Eq.(36) into Eq.(37)

Page 25: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

)38(,,sin

1sin

sin

12

2

2

YY

Eq.(38) becomes ,Letting Y

2

2

2sinsin

sin d

d

d

d

d

d

Multiplying by

2sin

22

2

sin1

sinsin

d

d

d

d

d

d

Page 26: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

)39(1

sinsinsin

2

22

d

d

d

d

d

d

Since each side of Eq.(39) depends on different variable each side must

equal to some constant (m2)

)40(02

2

2

m

d

d

)41(0

sinsin

sin

12

2

2

m

d

d

d

d

Page 27: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

The Eigenvalue of Lz

The solution of Ed.(40) is

)42( ime

But since 2

2imim ee 12 ime

,2,1,0 m

If one compare eq.(40) with Eq.(33) he concludes that

222 mLz

)43( mLz

This means that mħ is the Eigenvalue of the operator Lz .

Page 28: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

The Eigenvalue of L2

Rewriting Eq.(41) with the substitution cosu

)44(0

11

2

22

uu

u

m

d

du

du

d

Eq.(44) is called the associated Legendr's equation. For m=0 This equation

reduces to the well-known Legendr's differential equation.

)45(01 2

u

d

du

du

d

Applying the series solution technique to Eq.(45) we have

0k

kkuau Substituting back into equation (43) we get

02110000

2

k

kk

k

kk

k

kk

k

kk aukauakkuakk

Equating the coefficient of uk to zero, we get

Page 29: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

02112 2 kk akkkakk

)46(12

12 kk a

kk

kka

Again we can generate either an even or odd series by setting 00 01 aora

Now it is clear from Eq.(46) that 2

2

k

k

a

a

kk

k

Now let us examine the series ln(1+x)

0

111ln

k

kk

k

xx

22

k

k

a

a

k

k

both the even & the odd series violate the boundary conditions

uuu as1lnlikebehaves

Which diverge at and0or1 u

0 u

u

Page 30: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

02 la from Eq.(46) we get 1 ll

Substituting for in Eq.(20) we get

)47(1 22 llL

This means that l(l+1)ħ2 is the Eigenvalue of the operator L2 .

The associated Legender's functions are related to the Legender's functions by

the relation

)48(1 22 uPdu

duuP lm

mm

l

m

)49(1!2

1with 2 l

l

l

ll udu

d

luP

)50(21,0

2 21

l

ll txPtxttxg

To solve this dilemma we have to terminate the series after a finite number of

terms, say l,

Page 31: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

)52(!

!

12

21

1ll

ml

ml

ml

ml

lduuPuP

)53(121 11 ulPuuPluPl lll

mnforxdx

d mn

n

0thatNoting

From Eqs.( 48 & 49) we conclude that for the wave functions not to be zero we

must have

lmllmlml 2

)51(12

21

1llll

lduxPuP

Page 32: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

The Spherical Harmonics:

The solution to Eq.(38) which is normalized over the entire solid angle are

called the spherical harmonics and are given for m0 as

)54(cos1!

!

4

12,

m

limmm

l Peml

mllY

)55(,1,with m

lmm

l YY

)56(sin,,2

0 0mmll

ml

ml ddYY

The total eigenfunction for any central force problem takes the form

,mlnlnlm YrRΨ

Then the probability of finding the particle in a given volume element is

Page 33: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

dddrrYrR mlnl sin, 22

Such that 1sin,

0 0

2

0

22

dddrrYrR mlnl

But since, from Eq.(56) 1sin,

0

22

0

dddrY ml

Then we expect 1

0

22

drrrRnl

So we define 2

,mlY as the angular probability density.

Which is associated with the probability of finding the particle within a solid

angle d about the origin.

and we define 22rrRnl as the radial probability density.

Which is associated with the probability of finding the particle in a spherical

shell of thickness dr a distance r from the origin.

Page 34: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator
Page 35: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

s-shell (Sharp) p-shell (Principal) d-shell (Diffuse)

Page 36: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator
Page 37: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

The Ladder Method of Angular Momentum :

Our problem is to find the eigenvalues of L2 and Lz using Dirac notations. Let

the eigenket of the two operators to be denoted by such that ml,

)57(,, 22 mlmlL l

)58(,, mlmlL mz

Where l and m are to be determined. It is know that

2222zyx LLLL

22222zzyx LLLLL mlLmlmlLml z ,,,, 2

)59(2ml

Let us now introduce the non-Hermitian operators

Page 38: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

)60(yx iLLL

)61(yx iLLL

Now it is straight forward to show that

)62(2, zLLL

)63(0, 2 LL

)64(0, 2 LL

Also we have

zyxyxxyyxyxyx LLLLLLLiLLiLLiLLLL 2222

)65(22zz LLLLL

zyxxyyxyxyxyx LLLLLLLiLLiLLiLLLL 2222

)66(22zz LLLLL

Page 39: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

Also we have

)67(,, LLLiLiLLLL xyzyxz

)68(,, LLLiLiLLLL xyzyxz

Now operating on Eq.(58) by L+

)69(,, mlLmlLL mz

From Eq.(67) we have LLLLL zz Eq.(69) becomes

mlLmlLLL mz ,,

)66(,1, mlLmlLL mz

Similarly by operating on Eq.(54) by L- we can show that

)67(,1, mlLmlLL mz

From Eqs.(66 & 67) we can conclude that the operators L+ and L- are,

respectively, the raising and the lowering operators.

Page 40: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

By successive operations with L+ and L- on Eq.(58) we can show that m are

integrally spaced. Now from Eq.(59) we have

)68(maxmax m

For m to be integrally spaced and satisfy Eq.(65) , max is either an integer or a

half integer.

Thus we set max =l where l here is an integer or a half integer according to the

value of l. Eq.(68) now reads

)69(,,,,2,1,0,23

21 mlormlll m

As the maximum value of m is l, and using the fact that L+ is a raising operator

)70(0, llL

Now letting m=l in Eq.(57)

)71(,, 22 llllL l

Substituting for L2 from Eq.(62)

Page 41: Angular Momentumsite.iugaza.edu.ps/bsaqqa/files/2010/10/QM.CH_.4.pdfAngular Momentum and Rigid Rotations Consider the spatial displacement along the x-axis caused by the unitary operator

llllLLLL lzz ,, 22

Using Eqs.(58 & 69) llllll l ,, 2222

)72(1 lll

Let us now find the eigenvalues of L+ and L- . We have from Eq.(66)

)73(1,, mlCmlL

Similarly, it easy to show that

222 ,, CmlLLLml zz Using Eqs.(57 & 58)

222 ,1, Cmlmmllml 11 mmllC

)74(1,11, mlmmllmlL

Multiplying by its C.C

)75(1,11, mlmmllmlL


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