Question

In a pipe-within-a-pipe heat exchanger, water flows in the annulus and an aniline-alcohol solution having the properties listed in Problem 6.20 flows in the central pipe. The inner pipe has a 0.527 -in.-ID and a 0.625 -in.-OD, and the ID of the outer pipe is $0.750 \mathrm{in}$. For a water bulk temperature of $80^{\circ} \mathrm{F}$ and an aniline bulk temperature of $140^{\circ} \mathrm{F}$, determine the overall heat transfer coefficient based on the outer diameter of the central pipe and the frictional pressure drop per unit length for water and the aniline for the following volumetric flow rates: (a) water rate $1 \mathrm{gpm}$, aniline rate $1 \mathrm{gpm}$; (b) water rate $10 \mathrm{gpm}$, aniline rate 1 gpm; (c) water rate $1 \mathrm{gpm}$, aniline rate $10 \mathrm{gpm}$; and (d) water rate $10 \mathrm{gpm}$, aniline rate $10 \mathrm{gpm} .(L / D=400$. $)$ Physical properties of aniline solution: $$ \begin{array}{rcccc} \hline \begin{array}{l} \text { Temp- } \\ \text { erature } \\ \left({ }^{\circ} \mathrm{F}\right) \end{array} & \begin{array}{c} \text { Viscosity } \\ \text { (centipoise) } \end{array} & \begin{array}{c} \text { Thermal } \\ \text { Conductivity } \\ \left(\mathrm{Btu}^{\circ} \mathrm{htt}^{\circ} \mathrm{F}\right) \end{array} & \begin{array}{c} \text { Specific } \\ \text { Gravity } \end{array} & \begin{array}{c} \text { Specific } \\ \text { Heat } \\ \left(\mathrm{Bt}^{\prime} / \mathrm{Lb}^{\circ} \mathrm{F}\right) \end{array} \\ \hline 68 & 5.1 & 0.100 & 1.03 & 0.50 \\ 140 & 1.4 & 0.098 & 0.98 & 0.53 \\ 212 & 0.6 & 0.095 & & 0.56 \\ \hline \end{array} $$

   In a pipe-within-a-pipe heat exchanger, water flows in the annulus and an aniline-alcohol solution having the properties listed in Problem 6.20 flows in the central pipe. The inner pipe has a 0.527 -in.-ID and a 0.625 -in.-OD, and the ID of the outer pipe is $0.750 \mathrm{in}$. For a water bulk temperature of $80^{\circ} \mathrm{F}$ and an aniline bulk temperature of $140^{\circ} \mathrm{F}$, determine the overall heat transfer coefficient based on the outer diameter of the central pipe and the frictional pressure drop per unit length for water and the aniline for the following volumetric flow rates: (a) water rate $1 \mathrm{gpm}$, aniline rate $1 \mathrm{gpm}$; (b) water rate $10 \mathrm{gpm}$, aniline rate 1 gpm; (c) water rate $1 \mathrm{gpm}$, aniline rate $10 \mathrm{gpm}$; and (d) water rate $10 \mathrm{gpm}$, aniline rate $10 \mathrm{gpm} .(L / D=400$. $)$ Physical properties of aniline solution:
$$
\begin{array}{rcccc}
\hline \begin{array}{l}
\text { Temp- } \\
\text { erature } \\
\left({ }^{\circ} \mathrm{F}\right)
\end{array} & \begin{array}{c}
\text { Viscosity } \\
\text { (centipoise) }
\end{array} & \begin{array}{c}
\text { Thermal } \\
\text { Conductivity } \\
\left(\mathrm{Btu}^{\circ} \mathrm{htt}^{\circ} \mathrm{F}\right)
\end{array} & \begin{array}{c}
\text { Specific } \\
\text { Gravity }
\end{array} & \begin{array}{c}
\text { Specific } \\
\text { Heat } \\
\left(\mathrm{Bt}^{\prime} / \mathrm{Lb}^{\circ} \mathrm{F}\right)
\end{array} \\
\hline 68 & 5.1 & 0.100 & 1.03 & 0.50 \\
140 & 1.4 & 0.098 & 0.98 & 0.53 \\
212 & 0.6 & 0.095 & & 0.56 \\
\hline
\end{array}
$$
Show more…
Principles of Heat Transfer
Principles of Heat Transfer
Frank Kreith, Raj M.… 7th Edition
Chapter 6, Problem 39 ↓

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** - Inner pipe ID = 0.527 in - Inner pipe OD = 0.625 in - Outer pipe ID = 0.750 in - Water bulk temperature = 80°F - Aniline bulk temperature = 140°F - Volumetric flow rates for different cases: (a) Water = 1 gpm, Aniline = 1 gpm (b) Water = 10  Show more…

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In a pipe-within-a-pipe heat exchanger, water flows in the annulus and an aniline-alcohol solution having the properties listed in Problem 6.20 flows in the central pipe. The inner pipe has a 0.527 -in.-ID and a 0.625 -in.-OD, and the ID of the outer pipe is $0.750 \mathrm{in}$. For a water bulk temperature of $80^{\circ} \mathrm{F}$ and an aniline bulk temperature of $140^{\circ} \mathrm{F}$, determine the overall heat transfer coefficient based on the outer diameter of the central pipe and the frictional pressure drop per unit length for water and the aniline for the following volumetric flow rates: (a) water rate $1 \mathrm{gpm}$, aniline rate $1 \mathrm{gpm}$; (b) water rate $10 \mathrm{gpm}$, aniline rate 1 gpm; (c) water rate $1 \mathrm{gpm}$, aniline rate $10 \mathrm{gpm}$; and (d) water rate $10 \mathrm{gpm}$, aniline rate $10 \mathrm{gpm} .(L / D=400$. $)$ Physical properties of aniline solution: $$ \begin{array}{rcccc} \hline \begin{array}{l} \text { Temp- } \\ \text { erature } \\ \left({ }^{\circ} \mathrm{F}\right) \end{array} & \begin{array}{c} \text { Viscosity } \\ \text { (centipoise) } \end{array} & \begin{array}{c} \text { Thermal } \\ \text { Conductivity } \\ \left(\mathrm{Btu}^{\circ} \mathrm{htt}^{\circ} \mathrm{F}\right) \end{array} & \begin{array}{c} \text { Specific } \\ \text { Gravity } \end{array} & \begin{array}{c} \text { Specific } \\ \text { Heat } \\ \left(\mathrm{Bt}^{\prime} / \mathrm{Lb}^{\circ} \mathrm{F}\right) \end{array} \\ \hline 68 & 5.1 & 0.100 & 1.03 & 0.50 \\ 140 & 1.4 & 0.098 & 0.98 & 0.53 \\ 212 & 0.6 & 0.095 & & 0.56 \\ \hline \end{array} $$
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