GATE AG 2018 • Q57 NAT • 2 Marks

Section 4: Soil and Water Conservation Engineering

Fluid Mechanics

Subtopic: Flow through orifices, weirs and notches

Question Statement:

A cylindrical tank of 1.5 m diameter and 4 m height is filled with a liquid by a pipe of 2.5 cm internal diameter. The density and dynamic viscosity of the liquid are 1050 kg m⁻³ and 1.6×10⁻³ N s m⁻², respectively. If flow in the pipe is turbulent, the maximum time required to fill the tank is _______ hours.

Official Answer Key:

16.30 to 16.50

Step-by-Step Solution & Explanation

“Maximum time” ⇒ minimum velocity that still keeps the flow turbulent ⇒ Re = 4000. Re = ρVD/μ ⇒ V = 4000 × 1.6×10⁻³/(1050 × 0.025) = 6.4/26.25 = 0.2438 m s⁻¹. Pipe area a = (π/4)(0.025)² = 4.909×10⁻⁴ m² ⇒ Q = aV = 1.1968×10⁻⁴ m³ s⁻¹. Tank volume V_t = (π/4)(1.5)²(4) = 7.0686 m³. t = 7.0686/1.1968×10⁻⁴ = 59 062 s = 16.41 h — within the official range 16.30–16.50. Common error: using Re = 2000 (laminar limit), which gives 32.8 h. Section 5 — Irrigation and Drainage Engineering 10 questions · 15 marks

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