Horizontal Venturimeter Flow Measurement
Problem Statement
A horizontal venturimeter with an inlet diameter of 400 mm and a throat diameter of 200 mm is connected to a pipe carrying water. The pressure in the inlet section is 200 kPa while the throat experiences a vacuum pressure corresponding to -400 mm of mercury. Given a discharge coefficient (Cd) of 0.97, determine the rate of flow in the pipe using the continuity and energy equations.
Given Data
| Inlet Diameter (d₁) | 400 mm = 0.4 m |
| Inlet Area (A₁) | (π/4) × (0.4)² ≈ 0.1256 m² |
| Throat Diameter (d₂) | 200 mm = 0.2 m |
| Throat Area (A₂) | (π/4) × (0.2)² ≈ 0.0314 m² |
| Pressure at Inlet (P₁) | 200 kPa = 200×10³ N/m² |
| Throat Pressure Head | -400 mm Hg |
| Discharge Coefficient (Cd) | 0.97 |
| Density of Water (ρ) | 1000 kg/m³ |
| Acceleration due to Gravity (g) | 9.81 m/s² |
| Conversion: 1 m Hg | ≈ 13.6 m of water |
1. Calculating Pressure Heads
The pressure head at the inlet is:
P₁/ρg = 200000/(1000×9.81) ≈ 20.38 m of waterThe throat pressure head, given the vacuum of -400 mm Hg, is converted as:
P₂/ρg = -0.4 m Hg = -0.4×13.6 = -5.44 m of waterSince the pipe is horizontal, Z₁ = Z₂. The net effective head difference is:
h = (P₁ - P₂)/(ρg) = 20.38 - (-5.44) = 25.82 m2. Energy Equation and Flow Rate
The discharge through the venturimeter is given by:
Q = Cd × √(2gh) × (A₁ A₂)/√(A₁² - A₂²)Substituting the values:
Q = 0.97 × √(2×9.81×25.82) × (0.1256×0.0314)/√(0.1256² - 0.0314²)Evaluating the expression gives:
Conclusion
By applying the continuity and energy equations with the given pressure heads, the flow rate through the horizontal venturimeter is determined to be approximately 0.708 m³/s.