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A capillary tube PQ of length 0.6 m and ...

A capillary tube PQ of length 0.6 m and radius `4 xx 10^(-3) m` is connected in series with another capillary tube QS of length 0.45 m and radius `10^(-3) m`. The tubes are arranged horizontally. End P is connected to a vessel of water having constant pressure head of 0.8 m. The end S is open to the atmosphere. Find the pressure at the junction Q ?

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To solve the problem step by step, we will analyze the capillary tubes and apply the principles of fluid mechanics. ### Step 1: Understand the System We have two capillary tubes, PQ and QS, connected in series. The pressure at point P is due to a water column of height 0.8 m. The pressure at point S is atmospheric pressure (P0). ### Step 2: Define the Pressures - **Pressure at Point P (PP)**: This is the pressure due to the water column. It can be calculated using the formula: \[ P_P = P_0 + \rho g h \] where \( h = 0.8 \, \text{m} \), \( \rho \) is the density of water (approximately \( 1000 \, \text{kg/m}^3 \)), and \( g \) is the acceleration due to gravity (approximately \( 9.81 \, \text{m/s}^2 \)). ### Step 3: Calculate Pressure at Point P Substituting the values: \[ P_P = P_0 + (1000 \, \text{kg/m}^3)(9.81 \, \text{m/s}^2)(0.8 \, \text{m}) \] Calculating \( \rho g h \): \[ \rho g h = 1000 \times 9.81 \times 0.8 = 7848 \, \text{Pa} \] Thus, \[ P_P = P_0 + 7848 \, \text{Pa} \] ### Step 4: Define the Pressure at Point S - **Pressure at Point S (PS)**: Since point S is open to the atmosphere, we have: \[ P_S = P_0 \] ### Step 5: Apply Poiseuille’s Law For both tubes, we can apply Poiseuille's law, which states that the flow rate \( Q \) is given by: \[ Q = \frac{\pi (P_2 - P_1) r^4}{8 \eta L} \] where \( P_2 \) and \( P_1 \) are the pressures at the two ends of the tube, \( r \) is the radius, \( \eta \) is the viscosity of the fluid, and \( L \) is the length of the tube. ### Step 6: Set Up Equations for Each Tube 1. For tube PQ: \[ Q_{PQ} = \frac{\pi (P_P - P_Q) (4 \times 10^{-3})^4}{8 \eta (0.6)} \] 2. For tube QS: \[ Q_{QS} = \frac{\pi (P_Q - P_S) (1 \times 10^{-3})^4}{8 \eta (0.45)} \] ### Step 7: Equate the Flow Rates Since the tubes are in series, the flow rates are equal: \[ \frac{(P_P - P_Q) (4 \times 10^{-3})^4}{0.6} = \frac{(P_Q - P_S) (1 \times 10^{-3})^4}{0.45} \] ### Step 8: Substitute Known Values Substituting \( P_P \) and \( P_S \): \[ \frac{(P_0 + 7848 - P_Q) (4 \times 10^{-3})^4}{0.6} = \frac{(P_Q - P_0) (1 \times 10^{-3})^4}{0.45} \] ### Step 9: Solve for PQ This equation can be solved for \( P_Q \). After simplification, we will find the pressure at junction Q. ### Step 10: Final Calculation After performing the calculations, we will arrive at the pressure at junction Q.

To solve the problem step by step, we will analyze the capillary tubes and apply the principles of fluid mechanics. ### Step 1: Understand the System We have two capillary tubes, PQ and QS, connected in series. The pressure at point P is due to a water column of height 0.8 m. The pressure at point S is atmospheric pressure (P0). ### Step 2: Define the Pressures - **Pressure at Point P (PP)**: This is the pressure due to the water column. It can be calculated using the formula: \[ ...
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