GATE AG 2009 • Q31 MCQ • 1 Mark

Section 4: Soil and Water Conservation Engineering

Fluid Mechanics

Subtopic: Ideal and real fluids, properties of fluids

Question Statement:

A venturimeter of 75 mm diameter is fitted to a horizontal pipe of 150 mm diameter. Gauge pressure in the venturimeter in case of no flow is 2 m of water. Taking atmospheric pressure as 10 m of water, the theoretical flow through the pipeline in litres per second, when the throat point pressure is 2.60 m of water (absolute), is

Options:

  • (A) 15
  • (B) 30
  • (C) 60
  • (D) 75

Official Answer Key:

C

Step-by-Step Solution & Explanation

With no flow, pressure is uniform throughout, so the pipe (upstream) absolute pressure head = atm + gauge = 10 + 2 = 12 m of water. Available head at the throat during flow: h = 12 − 2.60 = 9.40 m of water. A1 = (π/4)(0.150)² = 0.01767 m², A2 = (π/4)(0.075)² = 0.004418 m². Q = A2·√[2gh / (1 − (A2/A1)²)] = 0.004418 × √[2×9.81×9.40/(1−0.0625)] = 0.004418×√(196.7) = 0.004418×14.02 = 0.06196 m³/s = 61.96 L/s ≈ 60 L/s, matching option (C).

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