Practice Pressure Drop Calculation for Turbulent Flow - 3.2 | 28. Pipe Networks | Hydraulic Engineering - Vol 2
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Pressure Drop Calculation for Turbulent Flow

3.2 - Pressure Drop Calculation for Turbulent Flow

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Learning

Practice Questions

Test your understanding with targeted questions

Question 1 Easy

Define Friction Factor.

💡 Hint: Think about how it impacts flow in pipes.

Question 2 Easy

What does Reynolds Number indicate?

💡 Hint: Consider the nature of fluid flow.

4 more questions available

Interactive Quizzes

Quick quizzes to reinforce your learning

Question 1

What is the main purpose of the Darcy-Weisbach equation?

To calculate flow rate
To find pressure drop
To determine viscosity

💡 Hint: Think about where the equation applies.

Question 2

True or False: The Colebrook equation is explicit in nature.

True
False

💡 Hint: Consider how the equation is set up.

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Challenge Problems

Push your limits with advanced challenges

Challenge 1 Hard

A 100m long pipe with a roughness of 0.02mm carries water. After refurbishment, its roughness is reduced to 0.005mm. Calculate the change in head loss if the flow rate is constant.

💡 Hint: Consider both friction factors based on the new roughness.

Challenge 2 Hard

For a 2m diameter pipe, if the flow is turbulent with Re around 100,000, how would adjusting the diameter affect the pressure drop?

💡 Hint: Reflect on the relationship between D, V, and Re.

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Reference links

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