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In areas where the air temperature remains below \(0^{\circ} \mathrm{C}\) for prolonged periods of time, the freezing of water in underground pipes is a major concern. Fortunately, the soil remains relatively warm during those periods, and it takes weeks for the subfreezing temperatures to reach the water mains in the ground. Thus, the soil effectively serves as an insulation to protect the water from the freezing atmospheric temperatures in winter. The ground at a particular location is covered with snowpack at $-8^{\circ} \mathrm{C}$ for a continuous period of 60 days, and the average soil properties at that location are $k=0.35 \mathrm{~W} / \mathrm{m} \cdot \mathrm{K}\( and \)\alpha=0.15 \times 10^{-6} \mathrm{~m}^{2} / \mathrm{s}$. Assuming an initial uniform temperature of \(8^{\circ} \mathrm{C}\) for the ground, determine the minimum burial depth to prevent the water pipes from freezing.

Short Answer

Expert verified
Answer: The minimum burial depth required is approximately 2.44 meters.

Step by step solution

01

Convert time to seconds

First, we need to convert the time given in days to seconds. We have 60 days of continuous freezing temperature, so we will convert this time period into seconds: Time (t) = 60 days × 24 hours/day × 60 minutes/hour × 60 seconds/minute = 5,184,000 seconds
02

Calculate parameter `L`

Calculate the parameter L using the formula: \(L = 2 \sqrt{\alpha t}\) where \(t\) is the time in seconds and \(\alpha\) is the thermal diffusivity. \(L = 2 \sqrt{(0.15 \times 10^{-6} \mathrm{~m}^{2} / \mathrm{s})(5,184,000 \mathrm{~s})} = 3.58 \mathrm{~m}\)
03

Calculate burial depth using temperature at `L`

Now we'll calculate the burial depth using the temperature at `L`. To do this, we'll use the formula: \(\frac{T(x) - T_{surf}}{T_{initial} - T_{surf}} = erf(\frac{x}{2\sqrt{\alpha t}})\) where - \(T(x)\) is the temperature at burial depth (we want it to be \(0^\circ \mathrm{C}\)), - \(T_{surf}\) is the surface temperature (-8°C), - \(T_{initial}\) is the initial ground temperature (8°C), - \(x\) is the burial depth we want to find, - \(\alpha\) is the thermal diffusivity (0.15 × 10⁻⁶ m²/s), - \(t\) is the time in seconds (5,184,000 s), - erf is the error function. Thus, solving the equation for \(x\), we get: \(\frac{ 0 - (- 8)}{8 - (- 8)} = erf\big(\frac{x}{2\sqrt{(0.15 \times 10^{-6} \mathrm{~m}^{2} / \mathrm{s})(5,184,000 \mathrm{~s})}}\big)\)
04

Solve for burial depth `x`

Now, we'll solve the equation for \(x\). We have: \(\frac{1}{2} = erf\big(\frac{x}{3.58 \mathrm{~m}}\big)\) Inverting the error function, we find the value of its argument: \(erf^{-1}(0.5) = \frac{x}{3.58 \mathrm{~m}}\) Now, solve for \(x\): \(x = 3.58 \mathrm{~m} \times erf^{-1}(0.5) = 2.44 \mathrm{~m}\) So the minimum burial depth to prevent the water pipes from freezing is approximately 2.44 meters.

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Most popular questions from this chapter

Citrus fruits are very susceptible to cold weather, and extended exposure to subfreezing temperatures can destroy them. Consider an 8 -cm-diameter orange that is initially at \(15^{\circ} \mathrm{C}\). A cold front moves in one night, and the ambient temperature suddenly drops to \(-6^{\circ} \mathrm{C}\), with a heat transfer coefficient of $15 \mathrm{~W} / \mathrm{m}^{2} \cdot \mathrm{K}$. Using the properties of water for the orange and assuming the ambient conditions remain constant for \(4 \mathrm{~h}\) before the cold front moves out, determine if any part of the orange will freeze that night. Solve this problem using the analytical one-term approximation method.

Copper balls $\left(\rho=8933 \mathrm{~kg} / \mathrm{m}^{3}, \quad k=401 \mathrm{~W} / \mathrm{m} \cdot \mathrm{K}\right.\(, \)c_{p}=385 \mathrm{~J} / \mathrm{kg} \cdot{ }^{\circ} \mathrm{C}, \alpha=1.166 \times 10^{-4} \mathrm{~m}^{2} / \mathrm{s}\( ) initially at \)180^{\circ} \mathrm{C}$ are allowed to cool in air at \(30^{\circ} \mathrm{C}\) for a period of $2 \mathrm{~min}\(. If the balls have a diameter of \)2 \mathrm{~cm}$ and the heat transfer coefficient is \(80 \mathrm{~W} / \mathrm{m}^{2} \cdot \mathrm{K}\), the center temperature of the balls at the end of cooling is (a) \(78^{\circ} \mathrm{C}\) (b) \(95^{\circ} \mathrm{C}\) (c) \(118^{\circ} \mathrm{C}\) (d) \(134^{\circ} \mathrm{C}\) (e) \(151^{\circ} \mathrm{C}\)

In an experiment, the temperature of a hot gas stream is to be measured by a thermocouple with a spherical junction. Due to the nature of this experiment, the response time of the thermocouple to register 99 percent of the initial temperature difference must be within \(5 \mathrm{~s}\). The properties of the thermocouple junction are $k=35 \mathrm{~W} / \mathrm{m} \cdot \mathrm{K}, \rho=8500 \mathrm{~kg} / \mathrm{m}^{3}\(, and \)c_{p}=320 \mathrm{~J} / \mathrm{kg} \cdot \mathrm{K}$. If the heat transfer coefficient between the thermocouple junction and the gas is $250 \mathrm{~W} / \mathrm{m}^{2} \cdot \mathrm{K}$, determine the diameter of the junction.

The walls of a furnace are made of \(1.5\)-ft-thick concrete $\left(k=0.64 \mathrm{Btu} / \mathrm{h} \cdot \mathrm{ft} \cdot{ }^{\circ} \mathrm{F}\right.\( and \)\left.\alpha=0.023 \mathrm{ft}^{2} / \mathrm{h}\right)$. Initially, the furnace and the surrounding air are in thermal equilibrium at \(70^{\circ} \mathrm{F}\). The furnace is then fired, and the inner surfaces of the furnace are subjected to hot gases at $1800^{\circ} \mathrm{F}$ with a very large heat transfer coefficient. Determine how long it will take for the temperature of the outer surface of the furnace walls to rise to \(70.1^{\circ} \mathrm{F}\). Answer: \(3.0 \mathrm{~h}\)

A long 35-cm-diameter cylindrical shaft made of stainless steel $304\left(k=14.9 \mathrm{~W} / \mathrm{m} \cdot \mathrm{K}, \rho=7900 \mathrm{~kg} / \mathrm{m}^{3}, c_{p}=477 \mathrm{~J} / \mathrm{kg} \cdot \mathrm{K}\right.\(, and \)\alpha=3.95 \times 10^{-6} \mathrm{~m}^{2} / \mathrm{s}\( ) comes out of an oven at a uniform temperature of \)500^{\circ} \mathrm{C}$. The shaft is then allowed to cool slowly in a chamber at \(150^{\circ} \mathrm{C}\) with an average convection heat transfer coefficient of \(h=60 \mathrm{~W} / \mathrm{m}^{2} \cdot \mathrm{K}\). Determine the temperature at the center of the shaft 20 min after the start of the cooling process. Also, determine the heat transfer per unit length of the shaft during this time period. Solve this problem using the analytical one-term approximation method. Answers: \(486^{\circ} \mathrm{C}, 22,270 \mathrm{~kJ}\)

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