A rigid closed vertical cylindrical vessel of 15 cm diameter contains 5 kg water at 80 °C with 10% quality. The water is heated till its temperature reaches 130 °C. Considering only a horizontal separated interface between liquid and vapor, the dip in the liquid level after the heating process is ________ cm (rounded off to 2 decimal places). Properties of water at various saturation temperatures are given in the table below. Temperature Specific volume Specific internal energy T\(^\circ C\) \(v_f\ (m^3/kg)\) \(v_g\ (m^3/kg)\) \(u_f\ (kJ/kg)\) \(u_g\ (kJ/kg)\) 80 0.001029 3.4053 334.97 2481.60 130 0.001070 0.66808 546.10 2539.50 𝑇, 𝑣, and 𝑢 are temperature, specific volume, and specific internal energy, respectively. Subscripts 𝑓 and 𝑔 represent saturated liquid and saturated vapor, respectively.
Problem Analysis:
We need to calculate the change in the liquid level within a rigid closed cylindrical vessel after heating water from 80°C to 130°C. The process involves phase change, and the water is assumed to remain in a saturated liquid-vapor mixture state throughout.
Given Data:
Properties from Table:
The initial specific volume (\(v_1\)) of the water is calculated using the saturation properties at 80°C and the given quality \(x_1\):
$ v_1 = v_{f1} + x_1 (v_{g1} - v_{f1}) $
$ v_1 = 0.001029 + 0.1 (0.340533 - 0.001029) $
$ v_1 = 0.001029 + 0.1 (0.339504) $
$ v_1 = 0.001029 + 0.0339504 = 0.0349794 \text{ m³/kg} $
The total volume occupied by the water (which is also the internal volume of the vessel containing the water) is:
$ V_{total} = m \times v_1 $
$ V_{total} = 5 \text{ kg} \times 0.0349794 \text{ m³/kg} = 0.174897 \text{ m³} $
The cross-sectional area (\(A\)) of the cylindrical vessel is:
$ A = \frac{\pi D^2}{4} = \frac{\pi (0.15 \text{ m})^2}{4} $
$ A = \frac{\pi \times 0.0225}{4} \approx 0.0176715 \text{ m²} $
The initial mass of the liquid phase (\(m_{f1}\)) is:
$ m_{f1} = m \times (1 - x_1) = 5 \text{ kg} \times (1 - 0.1) = 5 \times 0.9 = 4.5 \text{ kg} $
The initial volume of the liquid phase (\(V_{f1}\)) is:
$ V_{f1} = m_{f1} \times v_{f1} = 4.5 \text{ kg} \times 0.001029 \text{ m³/kg} = 0.0046305 \text{ m³} $
The initial liquid level (\(h_{f1}\)) is:
$ h_{f1} = \frac{V_{f1}}{A} = \frac{0.0046305 \text{ m³}}{0.0176715 \text{ m²}} \approx 0.2619 \text{ m} = 26.19 \text{ cm} $
Since the vessel is rigid and closed, the total volume (\(V_{total}\)) and total mass (\(m\)) remain constant. Therefore, the average specific volume (\(v_2\)) remains the same:
$ v_2 = v_1 = 0.0349794 \text{ m³/kg} $
The final quality (\(x_2\)) at 130°C is calculated using \(v_2\) and the saturation properties at 130°C:
$ v_2 = v_{f2} + x_2 (v_{g2} - v_{f2}) $
$ 0.0349794 = 0.001070 + x_2 (0.668085 - 0.001070) $
$ 0.0349794 = 0.001070 + x_2 (0.667015) $
$ 0.0339094 = x_2 (0.667015) $
$ x_2 = \frac{0.0339094}{0.667015} \approx 0.05084 $
The final mass of the liquid phase (\(m_{f2}\)) is:
$ m_{f2} = m \times (1 - x_2) = 5 \text{ kg} \times (1 - 0.05084) = 5 \times 0.94916 = 4.7458 \text{ kg} $
The final volume of the liquid phase (\(V_{f2}\)) is:
$ V_{f2} = m_{f2} \times v_{f2} = 4.7458 \text{ kg} \times 0.001070 \text{ m³/kg} = 0.005078 \text{ m³} $
The final liquid level (\(h_{f2}\)) is:
$ h_{f2} = \frac{V_{f2}}{A} = \frac{0.005078 \text{ m³}}{0.0176715 \text{ m²}} \approx 0.2874 \text{ m} = 28.74 \text{ cm} $
The "dip" in the liquid level is typically defined as the decrease in level (\(h_{f1} - h_{f2}\)). However, in this case, the liquid level increased (\(h_{f2} > h_{f1}\)).
Change in liquid level = \(h_{f2} - h_{f1}\) = \(28.74 \text{ cm} - 26.19 \text{ cm} = 2.55 \text{ cm}\)
Since the level increased, there is no "dip" in the sense of a decrease. The calculated value indicates a rise of 2.55 cm.
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