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

Short Answer

Expert verified
i. For node 1: $$k_{1} \frac{T_{2} - T_{1}}{\Delta x} - k_{0} \frac{T_{1} - T_{0}}{\Delta x} - q_{1} \Delta x = 0$$ ii. For node 0: $$-k_{0} \frac{T_{1} - T_{0}}{\Delta x} = \dot{q}_{0} - h \left(T_{0}-T_{\infty^{+}} \right)$$ iii. For node 2: $$k_{1} \frac{T_{2} - T_{1}}{\Delta x} = \varepsilon \sigma \left(T_{2}^{4} - T_{\text{surr}}^{4} \right)$$

Step by step solution

01

General expression for energy conservation per unit volume

Considering the variable thermal conductivity \(k(x)\) and variable heat generation rate \(q(x)\), we can write the energy conservation equation on a per-unit volume basis as: $$\frac{\mathrm{d}}{\mathrm{dx}} \left( k(x) \frac{\mathrm{dT}}{\mathrm{dx}} \right) - q(x) = 0$$
02

Discretized form of energy balance equation

To obtain the finite difference formulation, we will discretize the conservation equation using the central difference approach. The discrete form of the energy balance around node 1 can be written as: $$k_{1} \frac{T_{2} - T_{1}}{\Delta x} - k_{0} \frac{T_{1} - T_{0}}{\Delta x} - q_{1} \Delta x = 0$$, where \(k_{1} = k\left(\frac{3}{2} \Delta x\right)\) and \(k_{0} = k\left(\frac{1}{2}\Delta x\right)\) are the thermal conductivities at the midpoint between nodes 1 and 2 and nodes 0 and 1, respectively, and \(q_{1}=q(\Delta x)\) is the heat generation rate at node 1.
03

Set up boundary conditions

We have three boundary conditions given in the problem: specified heat flux \(q_0\) at node 0, convection at node 0, and radiation at node 2. For convection (node 0), we can write: $$\dot{q}_{0} = h \left(T_{0} - T_{\infty^{+}}\right)$$ For radiation (node 2), we can write: $$q_{\text{rad,2}}=\varepsilon \sigma \left( T_{2}^{4} - T_{\text{surr}}^{4} \right)$$
04

Finite difference formulation for each node

For node 1, we can express the finite difference formulation from step 2 as: $$k_{1} \frac{T_{2} - T_{1}}{\Delta x} - k_{0} \frac{T_{1} - T_{0}}{\Delta x} - q_{1} \Delta x = 0$$ For node 0, we can express the finite difference formulation by replacing the convection boundary condition: $$-k_{0} \frac{T_{1} - T_{0}}{\Delta x} = \dot{q}_{0} - h \left( T_{0}-T_{\infty^{+}} \right)$$ For node 2, we can express the finite difference formulation by replacing the radiation boundary condition: $$k_{1} \frac{T_{2} - T_{1}}{\Delta x} = \varepsilon \sigma \left( T_{2}^{4} - T_{\text{surr}}^{4} \right)$$
05

Assemble the final set of equations to be solved

Finally, we have a system of three nonlinear equations for the three unknowns (\(T_0, T_1,\) and \(T_2\)): i. For node 1: $$k_{1} \frac{T_{2} - T_{1}}{\Delta x} - k_{0} \frac{T_{1} - T_{0}}{\Delta x} - q_{1} \Delta x = 0$$ ii. For node 0: $$-k_{0} \frac{T_{1} - T_{0}}{\Delta x} = \dot{q}_{0} - h \left(T_{0}-T_{\infty^{+}} \right)$$ iii. For node 2: $$k_{1} \frac{T_{2} - T_{1}}{\Delta x} = \varepsilon \sigma \left(T_{2}^{4} - T_{\text{surr}}^{4} \right)$$ These nonlinear equations can be further manipulated and solved numerically using the Newton-Raphson iterative method or another suitable method to obtain the temperatures at each node.

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Most popular questions from this chapter

Consider a large plane wall of thickness \(L=0.3 \mathrm{~m}\), thermal conductivity \(k=1.8 \mathrm{~W} / \mathrm{m} \cdot \mathrm{K}\), and surface area \(A=24 \mathrm{~m}^{2}\). The left side of the wall is subjected to a heat flux of \(\dot{q}_{0}=350 \mathrm{~W} / \mathrm{m}^{2}\), while the temperature at that surface is measured to be \(T_{0}=60^{\circ} \mathrm{C}\). Assuming steady one-dimensional heat transfer and taking the nodal spacing to be $6 \mathrm{~cm},(a)$ obtain the finite difference formulation for the six nodes and \((b)\) determine the temperature of the other surface of the wall by solving those equations.

Design a defrosting plate to speed up defrosting of flat food items such as frozen steaks and packaged vegetables, and evaluate its performance using the finite difference method. Compare your design to the defrosting plates currently available on the market. The plate must perform well, and it must be suitable for purchase and use as a household utensil, durable, easy to clean, easy to manufacture, and affordable. The frozen food is expected to be at an initial temperature of \(-18^{\circ} \mathrm{C}\) at the beginning of the thawing process and \(0^{\circ} \mathrm{C}\) at the end with all the ice melted. Specify the material, shape, size, and thickness of the proposed plate. Justify your recommendations by calculations. Take the ambient and surrounding surface temperatures to be \(20^{\circ} \mathrm{C}\) and the convection heat transfer coefficient to be \(15 \mathrm{~W} / \mathrm{m}^{2} \cdot \mathrm{K}\) in your analysis. For a typical case, determine the defrosting time with and without the plate.

A composite wall is made of stainless steel $\left(k_{1}=13 \mathrm{~W} / \mathrm{m} \cdot \mathrm{K}, \quad 30 \mathrm{~mm}\right.$ thick), concrete $\left(k_{2}=1.1 \mathrm{~W} / \mathrm{m} \cdot \mathrm{K}, 30 \mathrm{~mm}\right.\( thick \))\(, and nonmetal \)\left(k_{3}=0.1 \mathrm{~W} / \mathrm{m} \cdot \mathrm{K}\right.\(, \)15 \mathrm{~mm}$ thick) plates. The concrete plate is sandwiched between the stainless steel plate at the bottom and the nonmetal plate at the top. A series of ASTM B21 naval brass bolts are bolted to the nonmetal plate, and the upper surface of the plate is exposed to convection heat transfer with air at \(20^{\circ} \mathrm{C}\) and $h=20 \mathrm{~W} / \mathrm{m}^{2}$.K. At the bottom surface, the stainless steel plate is subjected to a uniform heat flux of $2000 \mathrm{~W} / \mathrm{m}^{2}$. The ASME Code for Process Piping (ASME B31.3-2014, Table A-2M) limits the maximum use temperature for the ASTM B21 bolts to \(149^{\circ} \mathrm{C}\). Using the finite difference method with a uniform nodal spacing of \(\Delta x_{1}=10 \mathrm{~mm}\) for the stainless steel and concrete plates, and \(\Delta x_{2}=5 \mathrm{~mm}\) for the nonmetal plate, determine the temperature at each node. Plot the temperature distribution as a function of \(x\) along the plate thicknesses. Would the ASTM B21 bolts in the nonmetal plate comply with the ASME code?

Consider a medium in which the finite difference formulation of a general interior node is given in its simplest form as $$ T_{\text {node }}=\left(T_{\text {beft }}+T_{\text {top }}+T_{\text {right }}+T_{\text {bottom }}\right) / 4 $$ (a) Is heat transfer in this medium steady or transient? (b) Is heat transfer one-, two-, or three-dimensional? (c) Is there heat generation in the medium? (d) Is the nodal spacing constant or variable? (e) Is the thermal conductivity of the medium constant or variable?

Express the general stability criterion for the explicit method of solution of transient heat conduction problems.

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