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Question: Water is filled in a rectangular tank of size 3 m x 2 m x 1 m. 1 m is the height. (a) Find the total...

Water is filled in a rectangular tank of size 3 m x 2 m x 1 m. 1 m is the height. (a) Find the total force exerted by the water on the bottom surface of the tank. (b) Consider a vertical side of area 2 m x 1 m. Take a horizontal strip of width δ\deltax metre in this side, situated at a depth of x metre from the surface of water. Find the force by the water on this strip. (c) Find the torque of the force calculated in part (b) about the bottom edge of this side. (d) Find the total force by the water on this side. (e) Find the total torque by the water on the side about the bottom edge. Neglect the atmospheric pressure and take g = 10 m/s².

Answer

(a) 60000 N (b) 20000xδx20000 x \, \delta x N (c) 20000x(1x)δx20000 x(1 - x) \, \delta x N-m (d) 10000 N (e) 100003\frac{10000}{3} N-m

Explanation

Solution

The density of water is ρ=1000kg/m3\rho = 1000 \, \text{kg/m}^3 and g=10m/s2g = 10 \, \text{m/s}^2.

(a) Force on the bottom: The pressure at the bottom is Pbottom=ρgH=1000×10×1=10000PaP_{bottom} = \rho g H = 1000 \times 10 \times 1 = 10000 \, \text{Pa}. The area of the bottom is Abottom=3m×2m=6m2A_{bottom} = 3 \, \text{m} \times 2 \, \text{m} = 6 \, \text{m}^2. The total force is Fbottom=Pbottom×Abottom=10000×6=60000NF_{bottom} = P_{bottom} \times A_{bottom} = 10000 \times 6 = 60000 \, \text{N}.

(b) Force on a horizontal strip: The pressure at depth xx is Pstrip=ρgx=1000×10×x=10000xPaP_{strip} = \rho g x = 1000 \times 10 \times x = 10000x \, \text{Pa}. The area of the strip is dA=2δxm2dA = 2 \, \delta x \, \text{m}^2. The force on the strip is dF=Pstrip×dA=10000x×2δx=20000xδxNdF = P_{strip} \times dA = 10000x \times 2 \, \delta x = 20000x \, \delta x \, \text{N}.

(c) Torque of the force on the strip about the bottom edge: The distance of the strip from the bottom edge is (1x)(1 - x) m. The torque is dτ=dF×(1x)=(20000xδx)(1x)=20000x(1x)δxN-md\tau = dF \times (1 - x) = (20000x \, \delta x)(1 - x) = 20000x(1 - x) \, \delta x \, \text{N-m}.

(d) Total force on the side (2 m x 1 m): Integrate dFdF from x=0x=0 to x=1x=1: Ftotal_side=0120000xdx=20000[x22]01=20000×12=10000NF_{total\_side} = \int_{0}^{1} 20000x \, dx = 20000 \left[ \frac{x^2}{2} \right]_{0}^{1} = 20000 \times \frac{1}{2} = 10000 \, \text{N}.

(e) Total torque on the side about the bottom edge: Integrate dτd\tau from x=0x=0 to x=1x=1: τtotal_side=0120000x(1x)dx=2000001(xx2)dx=20000[x22x33]01=20000(1213)=20000×16=100003N-m\tau_{total\_side} = \int_{0}^{1} 20000x(1 - x) \, dx = 20000 \int_{0}^{1} (x - x^2) \, dx = 20000 \left[ \frac{x^2}{2} - \frac{x^3}{3} \right]_{0}^{1} = 20000 \left( \frac{1}{2} - \frac{1}{3} \right) = 20000 \times \frac{1}{6} = \frac{10000}{3} \, \text{N-m}.