Related Formula
A₁ V₁ = A₂ V₂$$A_1 V_1 = A_2 V_2$$
P₁ + (1)/(2)ρ V₁² = P₂ + (1)/(2)ρ V₂²$$P_1 + \frac{1}{2}\rho V_1^2 = P_2 + \frac{1}{2}\rho V_2^2$$
P₁ - P₂ = ρ g h$$P_1 - P_2 = \rho g h$$
Core Logic
From the continuity equation between A and B:
AAVA = ABVB 6VA = 3VB VB = 2VA$$A_{A}V_{A} = A_{B}V_{B} \implies 6V_{A} = 3V_{B} \implies V_{B} = 2V_{A}$$
Applying Bernoulli's equation between A and B for a horizontal pipe:
PA + (1)/(2)ρ VA² = PB + (1)/(2)ρ VB²$$P_{A} + \frac{1}{2}\rho V_{A}^{2} = P_{B} + \frac{1}{2}\rho V_{B}^{2}$$
PA - PB = (1)/(2)ρ(VB² - VA²)$$P_{A} - P_{B} = \frac{1}{2}\rho(V_{B}^{2} - V_{A}^{2})$$
Since the height difference is h = 5 cm = 0.05 m$h = 5\text{ cm} = 0.05\text{ m}$, the pressure difference is ρ gh$\rho gh$.
ρ g × 0.05 = (1)/(2)ρ( (2VA)² - VA² )$$\rho g \times 0.05 = \frac{1}{2}\rho( (2V_A)^2 - V_A^2 )$$
g × 0.05 = (1)/(2)(3VA²)$$g \times 0.05 = \frac{1}{2}(3V_{A}^{2})$$
Step 1: Calculate Velocity and Volume Flow Rate
Solving for VA$V_A$:
VA = √((2 × 10 × 0.05)/(3)) = √((1)/(3)) = 1√(3) m/s$$V_{A} = \sqrt{\frac{2 \times 10 \times 0.05}{3}} = \sqrt{\frac{1}{3}} = \frac{1}{\sqrt{3}}\text{ m/s}$$
VA = 100√(3) cm/s$$V_A = \frac{100}{\sqrt{3}}\text{ cm/s}$$
Volume flow rate Q = AA VA$Q = A_{A} V_{A}$:
Q = 6 cm² × 100√(3) cm/s = 600√(3) = 200√(3) cm³/s$$Q = 6\text{ cm}^2 \times \frac{100}{\sqrt{3}}\text{ cm/s} = \frac{600}{\sqrt{3}} = 200\sqrt{3}\text{ cm}^{3}\text{/s}$$
Pattern Recognition
In a horizontal Venturi meter, substituting V₂ = V₁ (A₁/A₂)$V_2 = V_1 (A_1/A_2)$ directly into ρ g h = (1)/(2)ρ (V₂² - V₁²)$\rho g h = \frac{1}{2}\rho (V_2^2 - V_1^2)$ is the standard path. Working in CGS vs MKS units requires careful tracking; convert VA$V_A$ to cm/s before multiplying by AA$A_A$ in cm².
Chapter Mix
Class 11 Physics: Mechanical Properties of Fluids