Question Bank • QB_EXP_SWCE_PIP_002 MCQ • 1 Mark

Section 4: Soil and Water Conservation Engineering

Pipe Flow, Darcy-Weisbach & Minor Losses

Subtopic: Laminar flow friction factor vs Reynolds number

Question Statement:

For fully developed laminar flow of a Newtonian fluid through a smooth circular pipe of diameter $D$ at Reynolds number $Re$, the Darcy friction factor $f$ is given by:

Options:

  • (A) $f = \frac{64}{Re}$
  • (B) $f = \frac{16}{Re}$
  • (C) $f = \frac{0.316}{Re^{0.25}}$
  • (D) $f = \frac{0.079}{Re^{0.25}}$

Answer Key:

A

Step-by-Step Solution & Explanation

In Hagen-Poiseuille laminar pipe flow, the pressure drop is $\Delta P = \frac{32 \mu v L}{D^2}$. Equating this with the Darcy-Weisbach form $\Delta P = f \frac{L}{D} \frac{\rho v^2}{2}$ yields: $f = \frac{64 \mu}{\rho v D} = \frac{64}{Re}$ Note: Fanning friction factor $f' = 16/Re$, but the standard engineering Darcy friction factor is $64/Re$.
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