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Consider a completely full cylindrical water tank of height 1.6mathrm~m and cross-sectional area 0.5mathrm~m^2 . It has a small hole in its side at a height 90mathrm~cm from the bottom. Assume, the cross-sectional area of the hole to be negligibly small as compared to that of the water tank. If a load 50mathrm~kg is applied at the top surface of the water in the tank then the velocity of the water coming out at the instant when the hole is opened is: (mathrmg = 10mathrm~m/s^2)

Solution & Explanation

### Related Formula Bernoulli's Principle between the top surface (1) and the hole (2): P_1 + frac12rho v_1^2 + rho g h_1 = P_2 + frac12rho v_2^2 + rho g h_2 ### Core Logic Let the top surface be point 1, and the opening of the hole be point 2. - Height of tank, H = 1.6mathrm~m (thus height of point 1, h_1 = 1.6mathrm~m) - Height of hole, h_2 = 90mathrm~cm = 0.9mathrm~m from the bottom. - Depth of the hole below top surface, h = H - h_2 = 1.6 - 0.9 = 0.7mathrm~m. - Since area of hole is negligibly small compared to tank area, the velocity of fluid surface at the top is negligible (v_1 approx 0). - Pressure at point 1 (top surface): P_1 = P_0 + fracMgA where M = 50mathrm~kg, A = 0.5mathrm~m^2, P_0 is atmospheric pressure. - Pressure at point 2 (outside the hole): P_2 = P_0 ### Step 1: Applying Bernoulli's Equation Substitute these values into Bernoulli's equation with reference datum at the hole (h_2 = 0): P_1 + rho g h = P_2 + frac12rho v_2^2 left(P_0 + fracMgAright) + rho g h = P_0 + frac12rho v_2^2 fracMgA + rho g h = frac12rho v_2^2 ### Step 2: Substitution and Calculation Substitute M = 50mathrm~kg, g = 10mathrm~m/s^2, A = 0.5mathrm~m^2, rho = 10^3mathrm~kg/m^3, and h = 0.7mathrm~m: frac50 times 100.5 + 10^3 times 10 times 0.7 = frac12 times 10^3 times v_2^2 1000 + 7000 = 500 times v_2^2 8000 = 500 times v_2^2 v_2^2 = 16 implies v_2 = 4mathrm~m/s
Cylindrical water tank pressure and velocity profile diagram for Q2
Cylindrical water tank pressure and velocity profile diagram for Q2
### Pattern Recognition Modified Torricelli's formula with top pressure overload: v = sqrt2gh + frac2Delta Prho Substitute Delta P = fracMgA = frac5000.5 = 1000mathrm~Pa. This quickly yields: v = sqrt2(10)(0.7) + frac2(1000)1000 = sqrt14 + 2 = 4mathrm~m/s. Keep this shortcut in mind for pressurized tanks! ### Evaluation Rubric / Model Answer null ### Chapter Mix Class 11 Physics: Mechanical Properties of Fluids

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