To solve the problem, we need to apply the principles of fluid dynamics, specifically the Bernoulli's equation and the continuity equation.
Bernoulli's equation for a flowing fluid is given by:
P + \frac{1}{2} \rho v^2 + \rho gh = \text{constant}where P is the pressure, \rho is the density of the fluid, v is the velocity, and h is the height. Since the tube is horizontal, the height difference is zero and can be ignored.
We are given:
The continuity equation dictates that the flow rate must be constant across any two points:
A_1 v_1 = A_2 v_2This can be rearranged to express one velocity in terms of the other:
v_1 = \frac{A_2}{A_1} v_2The simplified Bernoulli's equation between two points A and B is:
P_1 + \frac{1}{2} \rho v_1^2 = P_2 + \frac{1}{2} \rho v_2^2Using the pressure difference \Delta P = P_1 - P_2 = 700\, Nm^{-2}, this becomes:
700 = \frac{1}{2} \times 1000 \times v_2^2 - \frac{1}{2} \times 1000 \times v_1^2Substituting v_1 = \frac{A_2}{A_1} v_2 = \frac{20}{40} v_2 = \frac{1}{2} v_2,
700 = \frac{1}{2} \times 1000 \times v_2^2 - \frac{1}{2} \times 1000 \times \left(\frac{1}{2} v_2\right)^2Solving the above equation for v_2 gives:
700 = 500 v_2^2 - 125 v_2^2 700 = 375 v_2^2 v_2^2 = \frac{700}{375} v_2^2 \approx 1.867 v_2 \approx \sqrt{1.867} \approx 1.366\, m/sThe flow rate Q is given by:
Q = A_2 v_2 \approx 20 \times 10^{-4}\, m^2 \times 1.366\, m/s Q \approx 0.002732\, m^3/s = 2732\, cm^3/sChecking the closest option, we round off to: 2720\, cm^3/s.
Therefore, the rate of flow of water through the tube is 2720\, cm^3/s, which matches the correct option.
Water flows through a horizontal tube as shown in the figure. The difference in height between the water columns in vertical tubes is 5 cm and the area of cross-sections at A and B are 6 cm\(^2\) and 3 cm\(^2\) respectively. The rate of flow will be ______ cm\(^3\)/s. (take g = 10 m/s\(^2\)). 