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Classical free electron theory of metals
In order to explain electrical conductivity in metals, Lorentz and Drude put forward a theory called free electron theory of metals. It is based on the following assumptions.

1. Free electrons in a metal resemble molecules of a gas. Therefore, Laws of kinetic theory of gasses are applicable to free electrons also. Thus free electrons can be assigned with “average velocity Classical Free Electron Theory of Metals - Civil Engineering (CE)  “Mean free path λ” and “mean collision time τ ”.
2. The motion of an electron is completely random. In the absence of electric field, number of electrons crossing any cross section of a conductor in one direction is equal to number of electrons crossing the same cross section in opposite direction. Therefore net electric current is Zero.
3. The random motion of the electron is due to thermal energy. Average kinetic energy of the electron is given by

Classical Free Electron Theory of Metals - Civil Engineering (CE)

Classical Free Electron Theory of Metals - Civil Engineering (CE)Average Velocity, k=Boltzman Constant, T=Absolute Temperature, m=mass of the electron.
4. Electric current in the conductor is due to the drift velocity acquired by the electrons in the presence of the applied electric field.
5. Electric field produced by lattice ions is assumed to be uniform throughout the solid.
6. The force of repulsion between the electrons and force of attraction between electrons and lattice ions is neglected.

The Drift Velocity
In the absence of the applied electric field, motion of free electron is completely random. During their motion electrons undergo collisions with the residual ions and during each collision direction and magnitude of their velocity changes in general. When electric field is applied, electrons experiences force in the direction opposite to the applied field. Therefore in addition to their random velocity, electron acquires velocity in the direction of the force. Since electrons continue to move in their random direction, with only a drift motion due to applied field, velocity acquired by the electrons in the direction opposite to the applied field is called Drift velocity and is denoted by vd. Note the vd is very small compared to Classical Free Electron Theory of Metals - Civil Engineering (CE)  the average thermal velocity. Electric current in a conductor is primarily due to the drift velocity of the electrons.

Relaxation Time, Mean collision time and Mean free path
 Mean free path (λ):

The average distance traveled by electrons between two successive collisions during their random motion is called mean free path, it denoted by λ.

Mean collision Time τ :
The average time taken by an electrons between two successive collisions during their random motion is called mean collision time, it is denoted by τ . The relationship between λ and τ is given by λ = Classical Free Electron Theory of Metals - Civil Engineering (CE) τ .

Relaxation Time τr:
In the presence of an applied electric field, electrons acquire drift velocity vd in addition to the thermal velocity Classical Free Electron Theory of Metals - Civil Engineering (CE) . if electric field is switched off, vd reduces and becomes zero after some time. Let electric field is switched off at the instant t = 0, when drift velocity vd=v0. The drift velocity of the electron after the lapse of t seconds is given by
Classical Free Electron Theory of Metals - Civil Engineering (CE)

where τr is called relaxation time. Suppose t=τr, then vd=v0 e −1 = 1/e v0

Thus the relaxation time is defined as the time during which drift velocity reduces to 1/e times its maximum value after the electric field is switched off. 
Relation between Relaxation time and Mean collision time:
The relationship between relaxation time and mean collision time is given by

Classical Free Electron Theory of Metals - Civil Engineering (CE)

where θ is scattering angle,  Classical Free Electron Theory of Metals - Civil Engineering (CE) average value of cos θ taken over very large number of collision made by electrons.
It can be shown that, τ = τr for metals.

Ohms Law :
Consider a conductor of length l and area of cross section A. Let ρ be the electrical conductivity of the conductor, then resistance of the conductor is given by

Classical Free Electron Theory of Metals - Civil Engineering (CE)

Let a potential difference of V volts be applied between two ends of the conductor, which causes current I to flow through the conductor. Then, according to Ohms Law.

V = IR
Classical Free Electron Theory of Metals - Civil Engineering (CE)

where J = I/A is called current density

V/l = J/σ
If “E” is the electric field established inside the conductor, then

Classical Free Electron Theory of Metals - Civil Engineering (CE)

The above equation also represents Ohm’s law.

Expression for electrical conductivity
Consider a conductor of length l, area of cross section A, having n number of free electron per unit volume. Let a potential difference of V volt be applied between two ends of the conductor and E be the electric field established inside the conductor. Then according to Ohms law

J = σE

where σ is the electrical conductivity of the conductor and J is a current density given by

J = I/A

σ = J/E

Consider a cross section ‘X ‘of the conductor. Let I be the current flowing through the conductor. Then according to the definition, current I is given by the quantity of charge flowing across the cross section X per second.

I = Ne

where N is the number of electrons crossing the cross section X in one second. We know that, if vd is drift velocity of the electrons. Electrons travel a distance equal to vd in one second. Therefore number of electrons crossing the cross section X in one second is equal to number of electrons occupying the space between two cross sections X and Y separated by the distance vd.

Classical Free Electron Theory of Metals - Civil Engineering (CE)

where n=number of electrons per unit volume between the cross sections X and Y
I = nAvde

But J = I/A = nevd

Classical Free Electron Theory of Metals - Civil Engineering (CE)

We know that free electrons undergo collisions with positive ions during their random motion. Let the drift velocity acquired by the electron becomes zero during each collision and let vd be the drift velocity acquired by the electron just before next collision then
vd = 0 + aτ

Where a is the acceleration acquired by the electron in the presence of electric field E and τ is the average time taken by the electron between two successive collisions. Force acting on the electron in the presence of electric field is given by

Classical Free Electron Theory of Metals - Civil Engineering (CE)

            Classical Free Electron Theory of Metals - Civil Engineering (CE)

   Classical Free Electron Theory of Metals - Civil Engineering (CE)

from free electron theory

Classical Free Electron Theory of Metals - Civil Engineering (CE)

Equation (3.4) gives expression for electric conductivity.
Note that, electrical conductivity of a conductor σ is proportional to
1. Number of electrons per unit volume and
2. Mean free path for free electrons
3. Inversely proportional to square root of the absolute temperature.

Mobility of Electrons:
The easiness with which electrons get drifted in the presence of applied electric field is called “Mobility”. It is defined as the drift velocity acquired by the electron per unit electric field. It is denoted by µ

Classical Free Electron Theory of Metals - Civil Engineering (CE)

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FAQs on Classical Free Electron Theory of Metals - Civil Engineering (CE)

1. What is the Classical Free Electron Theory of Metals?
Ans. The Classical Free Electron Theory of Metals is a theory that explains the behavior of electrons in a metal. According to this theory, metals consist of a lattice of positive ions with a sea of free electrons moving randomly in the metal. These free electrons are not bound to any particular atom and move freely throughout the metal.
2. What is the significance of the Classical Free Electron Theory of Metals?
Ans. The Classical Free Electron Theory of Metals is significant as it forms the basis for our understanding of many properties of metals such as their electrical and thermal conductivity, and their optical properties. This theory helps us understand how metals interact with electromagnetic radiation and how they conduct electricity.
3. How does the Classical Free Electron Theory of Metals explain electrical conductivity in metals?
Ans. According to the Classical Free Electron Theory of Metals, metals have a high electrical conductivity because of the presence of free electrons that can move freely throughout the metal lattice. When a voltage is applied to a metal, these free electrons start moving in a particular direction, thus resulting in an electric current.
4. What are the limitations of the Classical Free Electron Theory of Metals?
Ans. The Classical Free Electron Theory of Metals has some limitations. For example, it cannot explain the temperature dependence of electrical conductivity in metals. Also, this theory does not take into account the interactions between the free electrons and the positive ions in the metal lattice.
5. How does the Classical Free Electron Theory of Metals explain thermal conductivity in metals?
Ans. The Classical Free Electron Theory of Metals explains thermal conductivity in metals by stating that heat is transferred through a metal by the free electrons. When a metal is heated, the free electrons gain energy and start moving more rapidly, thus transferring the thermal energy throughout the metal. This results in an increase in the temperature of the metal.
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