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Consider steady one-dimensional heat conduction in a plane wall with variable heat generation and constant thermal conductivity. The nodal network of the medium consists of nodes \(0,1,2,3,4\), and 5 with a uniform nodal spacing of \(\Delta x\). The temperature at the right boundary (node 5) is specified. Using the energy balance approach, obtain the finite difference formulation of the boundary node 0 on the left boundary for the case of combined convection, radiation, and heat flux at the left boundary with an emissivity of \(\varepsilon\), convection coefficient of \(h\), ambient temperature of \(T_{\infty}\), surrounding temperature of \(T_{\text {surr }}\) and uniform heat flux of \(\dot{q}_{0}\). Also, obtain the finite difference formulation for the rate of heat transfer at the right boundary.

Short Answer

Expert verified
Answer: The finite difference formulations for the left and right boundaries are: Left boundary (Node 0): \(T_{0}(k\Delta x^{-1} + h + 4\varepsilon\sigma T_{0}^{3}) - T_{1}(k\Delta x^{-1}) = (hT_{\infty} + \varepsilon\sigma T_{\text{surr}}^{4} + \dot{q}_{0})\) Right boundary (Node 5): \(T_{5}(k\Delta x^{-1}) - T_{4}(k\Delta x^{-1}) = 0\)

Step by step solution

01

Energy balance at the left boundary (Node 0)

At the left boundary, we will have conduction, convection, and radiation heat transfer mechanisms. We can use the energy balance equation, considering all these mechanisms, to calculate the finite difference formulation for the left boundary. The energy balance equation for node 0 can be written as: \(\text{Heat in} - \text{Heat out} = \text{Heat generated}\) In this particular case, we have: 1. Heat in by conduction from Node 1 to Node 0: \(k\frac{T_{1}-T_{0}}{\Delta x}\). 2. Heat out by convection at Node 0: \(h(T_{0}-T_{\infty})\). 3. Heat out by radiation at Node 0: \(\varepsilon\sigma(T_{0}^{4}-T_{\text{surr}}^{4})\). 4. Heat out by heat flux at Node 0: \(\dot{q}_{0}\). 5. Heat generated is assumed to be 0 as per the problem statement. Accordingly, the energy balance equation can be written as: \(k\frac{T_{1}-T_{0}}{\Delta x} - h(T_{0}-T_{\infty}) - \varepsilon\sigma(T_{0}^{4}-T_{\text{surr}}^{4}) = -\dot{q}_{0}\)
02

Rearrange the equation for the left boundary formulation

We can now rearrange the equation derived in Step 1 for the left boundary finite difference formulation as follows: \(T_{0}(k\Delta x^{-1} + h + 4\varepsilon\sigma T_{0}^{3}) - T_{1}(k\Delta x^{-1}) = (hT_{\infty} + \varepsilon\sigma T_{\text{surr}}^{4} + \dot{q}_{0})\)
03

Energy balance at the right boundary (Node 5)

At the right boundary, we only have conduction from Node 4 to Node 5. The rate of heat transfer at the right boundary can be calculated using the energy balance equation by considering only heat conduction. The energy balance equation for node 5 can be written as: \(\text{Heat in}-\text{Heat out} = 0\) In this particular case, we have: 1. Heat in by conduction from Node 4 to Node 5: \(k\frac{T_{4}-T_{5}}{\Delta x}\). 2. Heat out by convection and radiation are 0 as per the problem statement. Accordingly, the energy balance equation can be written as: \(k\frac{T_{4}-T_{5}}{\Delta x} = 0\)
04

Rearrange the equation for the right boundary formulation

We can now rearrange the equation derived in Step 3 for the right boundary finite difference formulation as follows: \(T_{5}(k\Delta x^{-1}) - T_{4}(k\Delta x^{-1}) = 0\) In conclusion, the finite difference formulations for boundary node 0 and the right boundary are as follows: Left boundary (Node 0): \(T_{0}(k\Delta x^{-1} + h + 4\varepsilon\sigma T_{0}^{3}) - T_{1}(k\Delta x^{-1}) = (hT_{\infty} + \varepsilon\sigma T_{\text{surr}}^{4} + \dot{q}_{0})\) Right boundary (Node 5): \(T_{5}(k\Delta x^{-1}) - T_{4}(k\Delta x^{-1}) = 0\)

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Most popular questions from this chapter

A cylindrical aluminum fin with adiabatic tip is attached to a wall with surface temperature of \(300^{\circ} \mathrm{C}\), and it is exposed to an ambient air condition of \(15^{\circ} \mathrm{C}\) with convection heat transfer coefficient of \(150 \mathrm{~W} / \mathrm{m}^{2} \cdot \mathrm{K}\). The fin has a uniform cross section with diameter of \(1 \mathrm{~cm}\), length of $5 \mathrm{~cm}\(, and thermal conductivity of \)237 \mathrm{~W} / \mathrm{m} \cdot \mathrm{K}$. Assuming steady one-dimensional heat transfer along the fin and the nodal spacing to be uniformly \(10 \mathrm{~mm},(a)\) obtain the finite difference equations for use with the Gauss-Seidel iterative method, and \((b)\) determine the nodal temperatures using the Gauss-Seidel iterative method, and compare the results with the analytical solution.

Using appropriate software, solve these systems of algebraic equations. (a) $$ \begin{aligned} 3 x_{1}+2 x_{2}-x_{3}+x_{4} &=6 \\ x_{1}+2 x_{2}-x_{4} &=-3 \\ -2 x_{1}+x_{2}+3 x_{3}+x_{4} &=2 \\ 3 x_{2}+x_{3}-4 x_{4} &=-6 \end{aligned} $$ (b) $$ \begin{aligned} 3 x_{1}+x_{2}^{2}+2 x_{3} &=8 \\ -x_{1}^{2}+3 x_{2}+2 x_{3} &=-6.293 \\ 2 x_{1}-x_{2}^{4}+4 x_{3} &=-12 \end{aligned} $$

Consider a nuclear fuel element $(k=57 \mathrm{~W} / \mathrm{m} \cdot \mathrm{K})\( that can be modeled as a plane wall with thickness of \)4 \mathrm{~cm}\(. The fuel element generates \)3 \times 10^{7} \mathrm{~W} / \mathrm{m}^{3}$ of heat uniformly. Both side surfaces of the fuel element are cooled by liquid with temperature of \(80^{\circ} \mathrm{C}\) and convection heat transfer coefficient of $8000 \mathrm{~W} / \mathrm{m}^{2} \cdot \mathrm{K}\(. Using a uniform nodal spacing of \)8 \mathrm{~mm}$, (a) obtain the finite difference equations, (b) determine the nodal temperatures by solving those equations, and (c) compare the surface temperatures of both sides of the fuel element with the analytical solution.

Consider a 2-m-long and \(0.7-\mathrm{m}\)-wide stainless steel plate whose thickness is \(0.1 \mathrm{~m}\). The left surface of the plate is exposed to a uniform heat flux of \(2000 \mathrm{~W} / \mathrm{m}^{2}\), while the right surface of the plate is exposed to a convective environment at $0^{\circ} \mathrm{C}\( with \)h=400 \mathrm{~W} / \mathrm{m}^{2} \cdot \mathrm{K}$. The thermal conductivity of the stainless steel plate can be assumed to vary linearly with temperature range as \(k(T)=k_{o}(1+\beta T)\) where $k_{o}=48 \mathrm{~W} / \mathrm{m} \cdot \mathrm{K}\( and \)\beta=9.21 \times 10^{-4 \circ} \mathrm{C}^{-1}$. The stainless steel plate experiences a uniform volumetric heat generation at a rate of $8 \times 10^{5} \mathrm{~W} / \mathrm{m}^{3}$. Assuming steady-state one-dimensional heat transfer, determine the temperature distribution along the plate thickness.

The roof of a house consists of a \(15-\mathrm{cm}\)-thick concrete slab \(\left(k=1.4 \mathrm{~W} / \mathrm{m} \cdot \mathrm{K}\right.\) and \(\left.\alpha=0.69 \times 10^{-6} \mathrm{~m}^{2} / \mathrm{s}\right)\) that is \(18 \mathrm{~m}\) wide and \(32 \mathrm{~m}\) long. One evening at $6 \mathrm{p} . \mathrm{m}$., the slab is observed to be at a uniform temperature of \(18^{\circ} \mathrm{C}\). The average ambient air and the night sky temperatures for the entire night are predicted to be \(6^{\circ} \mathrm{C}\) and \(260 \mathrm{~K}\), respectively. The convection heat transfer coefficients at the inner and outer surfaces of the roof can be taken to be $h_{i}=5 \mathrm{~W} / \mathrm{m}^{2}, \mathrm{~K}\( and \)h_{o}=12 \mathrm{~W} / \mathrm{m}^{2} \cdot \mathrm{K}$, respectively. The house and the interior surfaces of the walls and the floor are maintained at a constant temperature of \(20^{\circ} \mathrm{C}\) during the night, and the emissivity of both surfaces of the concrete roof is \(0.9\). Considering both radiation and convection heat transfers and using the explicit finite difference method with a time step of \(\Delta t=5 \mathrm{~min}\) and a mesh size of $\Delta x=3 \mathrm{~cm}$, determine the temperatures of the inner and outer surfaces of the roof at 6 a.m. Also, determine the average rate of heat transfer through the roof during that night.

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