Simple Heat Transfer

Radiation and convection cools the corners of the blocks immediately, they have very low thermal mass, and there's such low thermal conductivity the heat from the centre doesn't diffuse out to burn you when you touch it.

  • We derived the energy balance equation. \begin{align*} \rho C_p\frac{\partial T}{\partial t} =& -\rho C_p  v_j  \nabla_j T - \nabla_i q_i - \tau_{ji} \nabla_j v_i - p \nabla_i v_i +\sigma_{energy} \end{align*} Remember! This form assumes there is no pressure dependence of the internal energy.
  • For solids, we have $\boldsymbol{v}=0$ and it reduces to the heat equation. \begin{align*} \rho C_p\frac{\partial T}{\partial t} =& - \nabla_i q_i +\sigma_{energy} \end{align*}
  • We have solved the heat equation for electrical heat generation in a wire and found the solution was identical to the solution of the momentum equation for flow in a pipe !
  • We also solved the heat equation for heat flow in a spherical nuclear fuel pellet.
  • But, the complexity of heat transfer arises from the boundary conditions (think radiation and convection). Constant temperature BC's are not realistic for the majority of problems, so lets look at an integral approach…
  • Lets consider an infinite flat plate which is hot on one side and cool on the other.
  • We know from previous work that the total heat flux through the plate is given by \begin{align*} Q=U A \Delta T \end{align*} where $U = k/X$ for conduction problems.
  • But why? How did we get this equation?
  • In the previous lectures, we have found that we could derive the standard equations for fluid flow from the differential balance equations.
    For example, Bernoulli's equation and the Hagen-Poiseuille equation.
  • So we should be able to get the heat flux expression for solids: \begin{align*} Q=U A \Delta T \end{align*} from the differential balance equation for heat: \begin{align*} \rho C_p\frac{\partial T}{\partial t} =& - \nabla_i q_i +\sigma_{energy} \end{align*}
  • Assuming we are at steady state, and no heat is generated in the plate, we can cancel two terms. \begin{align*} \cancelto{0}{\rho C_p\frac{\partial T}{\partial t}} =& - \nabla_i q_i +\cancelto{0}{\sigma_{energy}} \end{align*}
  • We select a rectangular coordinate system and expand the dot-product/sum. As the system is symmetric (infinite plate) we know there are no fluxes in the $y$ or $z$ direction which yields \begin{align*} \nabla_x q_x +\nabla_y \cancelto{0}{q_y}+\nabla_z \cancelto{0}{q_z}&=0\\ \nabla_x q_x &=0 \end{align*}
\begin{align*} \nabla_x q_x &=0 \end{align*}
  • This is exactly like the continuity equation in all of the flow problems we've studied, it's a statement that what comes in, must go out.
  • We know that $\nabla_x=\frac{\partial }{\partial x}$, so we have $\frac{\partial q_x}{\partial x}=0$ and therefore \begin{align*} q_x &= \text{Constant} \end{align*}
  • Let's take Fourier's law $q_x = - k\,{\rm d} T/{\rm d} x$
  • We know that at $x=0$ the temperature is $T=T_{in}$.
    at $x=X$ the temperature is $T=T_{out}$.
  • Remembering that $q_x$ is constant, we can perform a integral using these limits. \begin{align*} \int_0^X \frac{q_x}{k} {\rm d}x &= -\int_{T_{in}}^{T_{out}} 1 {\rm d}T\\ \frac{q_x}{k} X &= T_{in}-T_{out} \end{align*}
  • So we have \begin{align*} q_x &= \frac{k}{X} \left(T_{in}-T_{out}\right) \end{align*}
  • But we wanted to derive the expression \begin{align*} Q=U A \Delta T \end{align*} where $U=k/X$.
  • There is a difference between $q_x$, which is the flux per unit area, and $Q$ which is the total flux.
\begin{align*} q_x &= \frac{k}{X} \left(T_{in}-T_{out}\right) & Q&=U A \Delta T \end{align*}
  • Just like the volumetric flow rate $\dot{V}$ is the integral of the velocity $v$ over the flow area… \begin{align*} \dot{V}_x=\int v_x {\rm d}y {\rm d}z \end{align*}
  • … So the total heat flux $Q$ is equal to the integral of the heat flux $q$ over the area \begin{align*} Q_x=\iint q_x {\rm d}y {\rm d}z \end{align*}
\begin{align*} q_x &= \frac{k}{X} \left(T_{in}-T_{out}\right) & Q&=U A \Delta T \end{align*}
  • So we have \begin{align*} Q_x=\iint q_x {\rm d}y {\rm d}z \end{align*}
  • As $q_x$ is constant, the integral just becomes equal to the area \begin{align*} Q_x= q_x A &= \frac{k}{X} A \left(T_{in}-T_{out}\right)\\ &= U  A  \Delta T \end{align*}
  • Again, these balance equations are shown to be the general equations behind all of these transport equations.
  • The equations for heat flux in solids are usually quite simple, so we will often use the simpler, integrated equations for the heat flux. E.g. \begin{align*} Q=U A \Delta T \end{align*}
  • What about for a pipe?
  • Using the same arguments, the heat equation becomes \begin{align*} \nabla_r q_r = \frac{1}{r} \frac{\partial  r q_r}{\partial r} = 0 \end{align*}
  • Integrating this equation, we have $q_r = C/r$.
  • Our heat flux $q_r$ is not constant any more, but we know from a heat balance that $Q_{x,in}=Q_{x,out}$. What's different in this case?
  • The difference is due to the changing cross sectional area of the pipe (the diameter is a function of $r$ ).
  • We can solve for the constant using Fourier's law, we have \begin{align*} q_r = \frac{C}{r} = -k \frac{\partial T}{\partial r} \end{align*}
  • Integrating and using the limits that at $r=R_{inner}$, the temperature is $T=T_{inner}$ and at $r=R_{outer}$ the temperature is $T=T_{outer}$, we have \begin{align*} C \int_{R_{inner}}^{R_{outer}}\frac{1}{r}{\rm d}r &= -k\int_{T_{inner}}^{T_{outer}}1 {\rm d}T\\ C \ln\left(\frac{R_{outer}}{R_{inner}}\right) &= - k (T_{outer} - T_{inner}) \end{align*}
  • Our final equation for the heat flux becomes \begin{align*} q_r = \frac{k}{r \ln\left(\frac{R_{outer}}{R_{inner}}\right)} (T_{inner} - T_{outer}) \end{align*}
  • Again, the total heat flux $Q$ is given by the integral over the cross sectional area ( $r {\rm d}\theta {\rm d}z$ ).
  • As the heat flux is independent of $\theta$ and $z$, the integral becomes the surface area of a cylinder ( $2 \pi L r$ ), and we get \begin{align*} Q_r = 2 \pi L r q_r = \frac{2 \pi L k}{\ln\left(\frac{R_{outer}}{R_{inner}}\right)} (T_{inner} - T_{outer}) \end{align*}
\begin{align*} Q&= U A \left(T_{in}-T_{out}\right)= \frac{k}{X} A \left(T_{in}-T_{out}\right) = \frac{2 \pi L k}{\ln\left(\frac{R_{outer}}{R_{inner}}\right)} (T_{in} - T_{out}) \end{align*}
  • This is approach includes a “Log-Mean diameter” in the calculation of the heat transfer resistance.
  • After these two examples, generating an expression for $Q$ for spherical shells should be straightforward.
\begin{align*} Q &= U A \Delta T= \frac{k A}{X}\Delta T= \frac{2 \pi L k}{\ln\left(\frac{R_o}{R_i}\right)}\Delta T \end{align*}
  • All of these equations should be familiar to you, they are the equations for the heat flux through a plate and a pipe.
  • Using these integrated forms of the energy balance, we can rapidly solve heat transfer problems, such as the effect of insulation on pipes.
  • In essence they link heat transfer resistance, $\left(U A\right)^{-1}$, heat flux, $Q$, and temperature differences, $\Delta T$.
  • However, driving temperature differences are not known individually over heat-transfer “layers”. For example, in a study of heat transfer through the walls of a house, the exterior and interior air temperature might be known, but the temperature of each side of the wall is not known..
  • We need a method to combine multiple layers or modes of heat transport (e.g., convection with the wall, conduction through the wall, etc.).
\begin{align*} Q &= U A \Delta T \\ Q_x &= \frac{k}{X}(T_i - T_o)& Q_r &= \frac{2 \pi L k}{\ln\left(\frac{R_o}{R_i}\right)} (T_i - T_o) \end{align*}
  • It is common to talk about heat transfer in terms of resistance. \begin{align*} R = 1 / U A \end{align*}
  • This is because we can combine thermal resistances like electrical resistances in electronics. \begin{align*} R_{total} &= R_1 + R_2 + …\\ &= 1/U_1 A_1 + 1/U_2 A_2 + … \end{align*}
  • To demonstrate this, consdier heat transfer through a layered wall.
  • If the above system is at steady state, the heat flux through both layers must be equal, and we have \begin{align*} Q &= \frac{k_1 A}{X_1}(T_2 - T_1) = \frac{k_2 A}{X_2}(T_3 - T_2) \end{align*}
  • Rearranging to eliminate $T_2$, we obtain: \begin{align*} Q &= \frac{1}{\frac{X_1}{A k_1} + \frac{X_2}{A k_2}}(T_3 - T_1) \end{align*}
  • Here you can see the addition of resistances to calculate heat flux. \begin{align*} \left(U A\right)_{total}=1/R_{total}=1/(1/U_1 A_1 + 1/U_2 A_2) = 1 / \left(X_1/k_1 A + X_2/k_2 A\right) \end{align*}
  • Quick example, calculate the heat loss through an 8 cm brick wall ($k=0.69$ W/ ${}^\circ$ C m) covered with a 2 cm plaster board ( $k=0.48$ W/ ${}^\circ$ C m) and insulated with a 10 cm layer of rock wool ( $k=0.04$ W/ ${}^\circ$ C m). \begin{align*} \left(U A\right)_{total} &= 1 / \left(1/(U A)_{brick}+1/(U A)_{insulation} +1/(U A)_{plaster}\right)\\ &=A / \left(X_{brick}/k_{brick}+X_{insulation}/k_{insulation} +X_{plaster}/k_{plaster}\right)\\ &\approx 0.38\times A  W / {}^\circ C \end{align*}
  • This isn't a bad estimate for a filled cavity wall, which is around $U=0.6 W /m^2 {}^\circ C$.
  • On a hot day in Aberdeen we have $T_o=10^\circ$ C and $T_i=20^\circ$ C, so we have a heat loss of $\frac{Q}{A}=0.38 (20-10)$ which is 3.8 W m ${}^2$.
  • But this analysis is missing an important form of heat transfer, convective heat transfer.
  • This is a difficult form of heat transfer to study. In theory, we must solve both the continuity equation, the momentum balance and the heat balance equation simultaneously: \begin{align*} \frac{\partial \rho}{\partial t} &= -\nabla\cdot \rho\boldsymbol{v}& \frac{\partial \boldsymbol{v}}{\partial t} &= -\boldsymbol{v}\cdot\nabla \boldsymbol{v} - \rho^{-1}\nabla\cdot\boldsymbol{\tau} - \rho^{-1}\nabla p + \boldsymbol{g} \end{align*} \begin{align*} \rho C_p\frac{\partial T}{\partial t} &= -\rho C_p  v_j  \nabla_j T - \nabla_i q_i - \tau_{ji} \nabla_j v_i - p \nabla_i v_i +\sigma_{energy} \end{align*}
  • This is a difficult task (not impossible).
  • Newton (a great engineer) was the first to make the definition \begin{align*} Q_{convection}= h A \left(T_{air}-T_{surface}\right) \end{align*}
  • This is Newton's law of cooling; however, it is more of a definition of the heat transfer coefficient, $h$, than an actual law.
  • The heat transfer coefficient $h$ is in reality a complex function of the temperature difference, the flow properties and the heat transfer area, $A$.
  • In previous years, you may have found that you could derive the relationship between the heat transfer coefficient $h$ and the properties of the flow using dimensional analysis \begin{align*} h&=\frac{k \text{Nu}}{L}& \text{Nu} &\approx C \text{Re}^m \text{Pr}^n \end{align*} where the Prandtl number is given by $\text{Pr}=\mu C_p/k$, $m$ and $b$ are theoretically or experimentally derived coefficients.
  • This means that for forced convection (where you have a driven flow) you can find approximate expressions for the heat transfer coefficient, $h$, in the literature without having to directly solve all of the balance equations.
  • For example, for fully-developed turbulent flows in pipes with a Prandtl number in the range of 0.6 to 100, a popular expression by Dittus and Beolter is \begin{align*} \text{Nu}=0.023 \text{Re}^{0.8} \text{Pr}^n \end{align*} where $n=0.4$ for heating of the fluid and $n=0.3$ for cooling of the fluid.
  • There are huge numbers of these relationships which you can look up in standard texts (e.g. Perry's or C&R vol 6), depending on the flow geometry, the viscosity behaviour etc.
  • We won't try to derive any of these relationships, but it is important to note that the error in the calculated convective heat transfer coefficient may be as much as $\pm 25\%$ !
  • There is still some difficulty with using Newton's law of cooling.
  • As convective heat transfer may be the limiting heat transfer resistance ($h_i\approx h_o \ll k_{insulation}\ll k_{plaster}\ll k_{brick}$ ), the large error in $h$ may be bigger than all the other terms combined!
  • This is true for forced convection in pipes, the situation is worse for more complex situations, such as the flow over a bank of pipes in a heat exchanger!
  • If we want to redo our insulated wall problem, we can add the two typical heat transfer coefficients, obtained from the literature, to the overall resistance. \begin{multline*} 1/\left(U A\right)_{total} = 1 /(U A)_{o,Convection} + 1/(U A)_{brick}+1/(U A)_{insulation}\\ +1/(U A)_{plaster} + 1 /(U A)_{i,Convection} \end{multline*} \begin{multline*} A/\left(U A\right)_{total} = 1/h_i + X_{brick}/k_{brick}+X_{insulation}/k_{insulation} +X_{plaster}/k_{plaster}+1/h_o \end{multline*}
  • Inserting the values, we obtain \begin{align*} U_{total} = 0.35 \text{W}/\text{m}^2 \end{align*}
  • Again, on a normal day in Aberdeen we have $T_o=10^\circ$ C and $T_i=20^\circ$ C, so we have a heat loss of $\frac{Q}{A}=U \Delta T=0.35 (20-10)$ which is 3.5 W m ${}^2$ (8% less than without convection).
  • Including convection on the wall in this case only resulted in a 8% change in the heat transfer rate.
  • This doesn't fit with the statement that often the convective heat transfer coefficient $h$ is the limiting resistance.
  • This is because the wall has insulation to limit the conduction of heat.
  • If the insulation layer did not limit the heat transfer, it would be ineffective.
  • In other systems, such as a heat exchanger, we will want to minimise the thermal resistance as much as possible (by using metal walls).
  • In systems where heat exchange is to be maximised between two fluids, $h$ will indeed be the limiting factor.
  • There is one difficulty with the example above. On a still day, there is no significant flow of air over the walls of a house.
  • In the case of no flow, where do we get the convective heat transfer coefficients $h_i$ and $h_o$ from?
  • These coefficients cannot be determined from the current definition of the Nusselt number for forced convection \begin{align*} \text{Nu}=0.023 \text{Re}^{0.8} \text{Pr}^n \end{align*} as the flow velocity is $v=0$, therefore $\text{Re}=0$.
  • However, the heat of the wall will cause natural convection to occur and the fluid will flow due to the density changes.
  • We must consider natural convection and radiative transfer in the following lectures.

Learning Objectives

  • We discovered that we can solve the heat balance equation to give integrated expressions for the heat transfer: \begin{align*} Q_x&= \frac{k}{X} A \left(T_{in}-T_{out}\right) & Q_r &= \frac{2 \pi L k}{\ln\left(R_{outer}/R_{inner}\right)} (T_{in} - T_{out}) \end{align*}
  • We revised the general heat flux equation, and that resistances may be summed. \begin{align*} Q &= U A \Delta T = \frac{\Delta T}{R_{total}} & R_{total} &= R_1 + R_2 + … = 1/U_1 A_1 + 1/U_2 A_2 + … \end{align*}
  • We covered conduction and derived the conductive heat transfer resistances in a plate and pipe: \begin{align*} R_{plate} &= \frac{X}{k A}& R_{pipe} &= \frac{\ln\left(R_{outer}/R_{inner}\right)}{2 \pi L k} \end{align*}
  • We covered forced convection, and revised that we have relationships for the heat transfer coefficient $h$ \begin{align*} h&=\frac{k \text{Nu}}{L} & \text{Nu} &\approx C \text{Re}^m \text{Pr}^n \end{align*}
  • But this expression is only valid for forced convection, and natural convection is more common for heat loss calculations.