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A large iron slab $\left(\rho=7870 \mathrm{~kg} / \mathrm{m}^{3}, c_{p}=447 \mathrm{~J} / \mathrm{kg} \cdot \mathrm{K}\right.\(, and \)k=80.2 \mathrm{~W} / \mathrm{m} \cdot \mathrm{K})$ was initially heated to a uniform temperature of \(150^{\circ} \mathrm{C}\) and then placed on a concrete floor $\left(\rho=1600 \mathrm{~kg} / \mathrm{m}^{3}, c_{p}=840 \mathrm{~J} / \mathrm{kg} \cdot \mathrm{K}\right.\(, and \)\left.k=0.79 \mathrm{~W} / \mathrm{m} \cdot \mathrm{K}\right)$. The concrete floor was initially at a uniform temperature of \(30^{\circ} \mathrm{C}\). Determine \((a)\) the surface temperature between the iron slab and concrete floor and \((b)\) the temperature of the concrete floor at the depth of \(25 \mathrm{~mm}\), if the surface temperature remains constant after \(15 \mathrm{~min}\).

Short Answer

Expert verified
(a) The surface temperature between the iron slab and the concrete floor (T_s) after 15 minutes can be determined using the formula: $$T_s = 30 + \frac{80.2 (150 - 30)}{d}\cdot \frac{d_{concrete}}{0.79}$$ where "d" is the thickness of the iron slab. Without knowing the thickness, we can't provide a numerical value for T_s, but with the thickness, we can substitute the value and find T_s. (b) The temperature of the concrete floor at a depth of 25mm (T_d) can be determined using the one-dimensional heat conduction equation: $$T_d = T_s + (30 - T_s) \cdot e^{-\frac{0.025}{\sqrt{4 \cdot 6.24 \times 10^{-7} \cdot 900}}}$$ Since we don't have a numerical value for T_s, we cannot definitively solve for T_d. However, if the thickness of the iron slab is known, then we can substitute the value of T_s and find the temperature T_d.

Step by step solution

01

Determine heat transfer from iron to concrete (Q)

As heat is transferred from the iron slab to the concrete floor, we will first determine the amount of heat loss by conduction through the iron slab. For this, we'll use the following formula: $$Q = \frac{k \cdot A \cdot(T_{iron} - T_{floor})}{d}$$ where: - \(Q\) = heat transfer (W) - \(k\) = thermal conductivity of iron (\(80.2 W/m\cdot K\)) - \(A\) = area of the interface between the iron slab and the concrete floor - \(T_{iron}\) = initial temperature of the iron slab (\(150^{\circ} \mathrm{C}\)) - \(T_{floor}\) = initial temperature of the concrete floor (\(30^{\circ} \mathrm{C}\)) - \(d\) = thickness of the iron slab Since we are not given the thickness of the iron slab and the area of contact, we can express the heat transfer in terms of \(Q/A\): $$ \frac{Q}{A} = \frac{k (T_{iron} - T_{floor})}{d} $$
02

Determine surface temperature between iron and concrete (T_s)

Now, we'll assume that the heat transfer from the iron slab to the concrete floor is in steady-state. Under steady-state conditions, the temperature gradient between the slab and the floor is constant. So we can determine the temperature \(T_s\) at the interface between the iron slab and the concrete floor using the thermal resistance concept (for conduction): $$T_s = T_{floor} + \frac{Q}{A} \cdot \frac{d_{concrete}}{k_{concrete}}$$ Substituting the values for the thermal conductivity of concrete \((k_{concrete} = 0.79 W/m\cdot K)\) and assuming contact at \(15\) minutes: $$T_s = 30 + \frac{80.2 (150 - 30)}{d}\cdot \frac{d_{concrete}}{0.79}$$ Since we don't have numerical values of thickness, we'll have to leave the solution in terms of the thickness "\(d\)" of the iron slab.
03

Determine the temperature of the concrete floor at depth of 25mm (T_d)

Finally, we'll determine the temperature profile within the concrete floor. We will use the one-dimensional heat conduction equation to find the temperature \(T_d\) at the specified depth (\(25mm\)). The equation is as follows: $$T_d = T_s + (T_{surface} - T_s) \cdot e^{-\frac{depth}{\sqrt{4 \cdot \alpha \cdot t}}}$$ where: - \(T_d\) = temperature at 25mm depth - \(T_s\) = surface temperature - \(T_{surface}\) = initial temperature of the concrete floor (\(30^{\circ} \mathrm{C}\)) - \(\alpha\) = thermal diffusivity of the concrete floor \(= \frac{k}{\rho \cdot c_p} = \frac{0.79}{1600 \cdot 840} \approx 6.24 \times 10^{-7} m^2/s\) - \(depth = 0.025m\) - \(t = 15 min = 900s\) Substituting the values into the above equation: $$T_d = T_s + (30 - T_s) \cdot e^{-\frac{0.025}{\sqrt{4 \cdot 6.24 \times 10^{-7} \cdot 900}}}$$ We cannot definitively solve for \(T_d\) since we have left \(T_s\) in terms of the thickness of the iron slab. However, if the thickness is known, then we can substitute the value of \(T_s\) and find the temperature \(T_d\). This completes our step-by-step solution to the problem.

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Most popular questions from this chapter

The 35-cm-thick roof of a large room made of concrete $\left(k=0.79 \mathrm{~W} / \mathrm{m} \cdot \mathrm{K}, \alpha=5.88 \times 10^{-7} \mathrm{~m}^{2} / \mathrm{s}\right)$ is initially at a uniform temperature of \(15^{\circ} \mathrm{C}\). After a heavy snowstorm, the outer surface of the roof remains covered with snow at \(-5^{\circ} \mathrm{C}\). The roof temperature at \(12 \mathrm{~cm}\) distance from the outer surface after $2 \mathrm{~h}$ is (a) \(13^{\circ} \mathrm{C}\) (b) \(11^{\circ} \mathrm{C}\) (c) \(7^{\circ} \mathrm{C}\) (d) \(3^{\circ} \mathrm{C}\) (e) \(-5^{\circ} \mathrm{C}\)

Can the one-term approximate solutions for a plane wall exposed to convection on both sides be used for a plane wall with one side exposed to convection while the other side is insulated? Explain.

A thick wood slab \((k=0.17 \mathrm{~W} / \mathrm{m} \cdot \mathrm{K}\) and \(\alpha=1.28 \times\) \(10^{-7} \mathrm{~m}^{2} / \mathrm{s}\) ) that is initially at a uniform temperature of \(25^{\circ} \mathrm{C}\) is exposed to hot gases at \(550^{\circ} \mathrm{C}\) for a period of \(5 \mathrm{~min}\). The heat transfer coefficient between the gases and the wood slab is $35 \mathrm{~W} / \mathrm{m}^{2} \cdot \mathrm{K}$. If the ignition temperature of the wood is \(450^{\circ} \mathrm{C}\), determine if the wood will ignite.

A 2-cm-diameter plastic rod has a thermocouple inserted to measure temperature at the center of the rod. The plastic rod $\left(\rho=1190 \mathrm{~kg} / \mathrm{m}^{3}, c_{p}=1465 \mathrm{~J} / \mathrm{kg} \cdot \mathrm{K}\right.$, and \(k=0.19\) \(\mathrm{W} / \mathrm{m} \cdot \mathrm{K}\) ) was initially heated to a uniform temperature of \(70^{\circ} \mathrm{C}\) and allowed to be cooled in ambient air at \(25^{\circ} \mathrm{C}\). After \(1388 \mathrm{~s}\) of cooling, the thermocouple measured the temperature at the center of the rod to be \(30^{\circ} \mathrm{C}\). Determine the convection heat transfer coefficient for this process. Solve this problem using the analytical one-term approximation method.

Consider a cubic block whose sides are \(5 \mathrm{~cm}\) long and a cylindrical block whose height and diameter are also \(5 \mathrm{~cm}\). Both blocks are initially at \(20^{\circ} \mathrm{C}\) and are made of granite $\left(k=2.5 \mathrm{~W} / \mathrm{m} \cdot \mathrm{K}\right.\( and \)\left.\alpha=1.15 \times 10^{-6} \mathrm{~m}^{2} / \mathrm{s}\right)$. Now both blocks are exposed to hot gases at \(500^{\circ} \mathrm{C}\) in a furnace on all of their surfaces with a heat transfer coefficient of $40 \mathrm{~W} / \mathrm{m}^{2} \cdot \mathrm{K}$. Determine the center temperature of each geometry after 10 , 20 , and \(60 \mathrm{~min}\). Solve this problem using the analytical oneterm approximation method.

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