Question:

A 5 m×5 m5 \text{ m} \times 5 \text{ m} closed tank of 10 m10 \text{ m} height contains water and oil, and is connected to an overhead water reservoir as shown in the figure. Use γw=10 kN/m3\gamma_w = 10 \text{ kN/m}^3 and Specific gravity of oil = 0.8. \includegraphics[width=0.5\linewidth]{99image.png} The total force (in kN) due to pressure on the side PQRPQR of the tank is __ (rounded off to the nearest integer).

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For problems involving hydrostatic forces, always calculate the pressure at each depth and consider the effect of layered fluids and external connections.
Updated On: Jan 24, 2025
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Solution and Explanation

Step 1: Understand the system and calculate pressures. The total force on the side PQR is due to the hydrostatic pressures of the water, oil, and the connection to the overhead water reservoir. The height components are: - 2m 2 \, \text{m} water at the bottom, - 4m 4 \, \text{m} water above the bottom layer, - 4m 4 \, \text{m} oil at the top. The pressures are calculated as: Pwater bottom=γwhwater bottom, P_{\text{water bottom}} = \gamma_w \cdot h_{\text{water bottom}}, Pwater middle=γwhwater middle, P_{\text{water middle}} = \gamma_w \cdot h_{\text{water middle}}, Poil=γwSghoil, P_{\text{oil}} = \gamma_w \cdot S_g \cdot h_{\text{oil}}, where γw=10kN/m3 \gamma_w = 10 \, \text{kN/m}^3 is the unit weight of water, and Sg=0.8 S_g = 0.8 is the specific gravity of oil. Step 2: Calculate individual pressures. 1. Pressure due to the bottom 2m 2 \, \text{m} water: Pbottom water=102=20kN/m2. P_{\text{bottom water}} = 10 \cdot 2 = 20 \, \text{kN/m}^2. 2. Pressure due to the middle 4m 4 \, \text{m} water: Pmiddle water=104=40kN/m2. P_{\text{middle water}} = 10 \cdot 4 = 40 \, \text{kN/m}^2. 3. Pressure due to the top 4m 4 \, \text{m} oil: Poil=100.84=32kN/m2. P_{\text{oil}} = 10 \cdot 0.8 \cdot 4 = 32 \, \text{kN/m}^2. 4. Additional pressure due to the connection with the overhead reservoir (8m 8 \, \text{m} of water): Preservoir=108=80kN/m2. P_{\text{reservoir}} = 10 \cdot 8 = 80 \, \text{kN/m}^2. Step 3: Calculate total hydrostatic force. The total force on the vertical side PQR is: F=γwA(hcenter of pressure+Preservoir), F = \gamma_w \cdot A \cdot \left( h_{\text{center of pressure}} + P_{\text{reservoir}} \right), where A=widthheight=5m10m=50m2 A = \text{width} \cdot \text{height} = 5 \, \text{m} \cdot 10 \, \text{m} = 50 \, \text{m}^2 . Using hcenter of pressure h_{\text{center of pressure}} as the centroid of the combined layers: F=(20+40+32+80)50, F = \left( 20 + 40 + 32 + 80 \right) \cdot 50, F=1350kN. F = 1350 \, \text{kN}. Conclusion: The total hydrostatic force on the side PQR of the tank is 1350kN 1350 \, \text{kN} .
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