Given data is written down
\dot{m}=0.5 kg / s
D = 25 mm
T_{B, 0}=40^{\circ} C
T_{B, L}=60^{\circ} C
T_{w}=90^{\circ} C
Water properties are evaluated at T_{m}=\frac{T_{B, 0}+T_{B, L}}{2}=\frac{40+60}{2}=50^{\circ} C. From table of properties of water, we have
\nu=0.568 \times 10^{-6} m ^{2} / s, k=0.064 W / m ^{\circ} C , P r=3.68 and \rho=990 kg / m ^{3}
Hence, the dynamic viscosity of water is \mu=\rho \nu=990 \times 0.568 \times 10^{-6}=5.623 \times 10^{-4}kg/ms
The velocity of water in the tube may be calculated as
U=\frac{4 \dot{m}}{\pi D^{2} \rho}=\frac{4 \times 0.5}{\pi \times 0.025 \times 990}=1.029 m / s
The Reynolds number is then given by
R e_{D}=\frac{U D}{\nu}=\frac{1.029 \times 0.025}{0.568 \times 10^{-6}}=45285
The flow is turbulent and hence we may use the Sieder and Tate correlation, taking into account the variation of properties, to calculate the Nusselt number. From tables, we read off the kinematic viscosity and density at wall temperature of 90 °C as
\nu_{w}=0.329 \times 10^{-6} m ^{2} / s ^{\prime} \rho_{w}=967.4 kg / m ^{3}
Hence, the dynamic viscosity of water at the wall temperature is
\mu_{w}=\rho_{w} \nu_{w}=967.4 \times 0.329 \times 10^{-6}=3.183 \times 10^{-4} kg / m s
Hence, we have
\frac{\mu}{\mu_{w}}=\frac{5.623 \times 10^{-4}}{3.183 \times 10^{-4}}=1.767
Clearly the constant property assumption would not be valid. The Sieder and Tate correlation is appropriate. Hence, using Eq. 14.28, we have
N u_{D}=0.027 \operatorname{Re}_{D}^{0.8} \operatorname{Pr}^{\frac{1}{3}}\left(\frac{\mu}{\mu_{w}}\right)^{0.14} (14.28)
N u_{D}=0.027 \times 45285^{0.8} \times 3.68^{\frac{1}{3}} \times 1.767^{0.14}=239.5
The mean value of the heat transfer coefficient is then given by
\bar{h}=\frac{N u_{D} k}{D}=\frac{239.5 \times 0.640}{0.025}=6131.2 W / m ^{2}{ }^{\circ} C
With the various temperatures that are specified, we may calculate the temperature differences ratio as
\frac{T_{w}-T_{B, L}}{T_{w}-T_{B, 0}}=\frac{90-60}{90-40}=\frac{30}{50}=0.6
The Stanton number may be calculated as
S t=\frac{N u_{D}}{\operatorname{Re}_{D} P r}=\frac{239.5}{45285 \times 3.68}=0.001437
Hence, using Eq. 14.32,
\frac{T_{w}-T_{B, L}}{T_{w}-T_{B, 0}}= e ^{-\left(4 \times S t \times \frac{L}{D}\right)} (14.32)
e^{-4 \cdot S t \cdot \frac{L}{D}}=0.6
or solving for pipe length
L=-\frac{0.025 \times \ln (0.6)}{4 \times 0.001437}=2.22 m
Pressure drop is calculated assuming that the tube is smooth. Equation 14.24(b) is appropriate and hence
f=\frac{0.184}{R e_{D}^{0.2}} \text { for } R e_{D}>2 \times 10^{4} (14.24)(b)
f=\frac{0.184}{45285^{0.2}}=0.0216
The pressure drop over the length of the tube is then given by
-\Delta p=f \cdot \frac{L}{D} \cdot \frac{\rho U^{2}}{2}=0.0216 \times \frac{2.2}{0.025} \times \frac{990 \times 1.029^{2}}{2}=1005.3 Pa