For a pipe with Darcy friction factor f doubling, how does major head loss h_f change for the same flow?

Prepare for the Intermediate Hydraulics Test with our comprehensive study resources. Explore quizzes featuring multiple-choice questions, in-depth explanations, and hints. Ace your exam with confidence!

Multiple Choice

For a pipe with Darcy friction factor f doubling, how does major head loss h_f change for the same flow?

Explanation:
The major head loss in a pipe is governed by the Darcy–Weisbach relation h_f = f (L/D) (V^2 / 2g). For a fixed pipe length L, diameter D, and the same flow rate (which fixes the velocity V), the only changing term is the friction factor f. This makes h_f scale linearly with f. So if the friction factor doubles, the head loss doubles as well. The other options would require non-linear changes or no change, which isn’t the case here since the dependence on f is direct and proportional.

The major head loss in a pipe is governed by the Darcy–Weisbach relation h_f = f (L/D) (V^2 / 2g). For a fixed pipe length L, diameter D, and the same flow rate (which fixes the velocity V), the only changing term is the friction factor f. This makes h_f scale linearly with f. So if the friction factor doubles, the head loss doubles as well. The other options would require non-linear changes or no change, which isn’t the case here since the dependence on f is direct and proportional.

Subscribe

Get the latest from Passetra

You can unsubscribe at any time. Read our privacy policy