Practice Head Loss Due to Pipe Fittings - 1.9 | 1. Pipe Networks(Contd.) | Hydraulic Engineering - Vol 3
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Head Loss Due to Pipe Fittings

1.9 - Head Loss Due to Pipe Fittings

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Learning

Practice Questions

Test your understanding with targeted questions

Question 1 Easy

What is the formula for head loss due to sudden enlargement?

💡 Hint: Remember the variables involved in the formula for sudden enlargement.

Question 2 Easy

What does K_L represent?

💡 Hint: It's a factor derived from the ratio of the areas.

4 more questions available

Interactive Quizzes

Quick quizzes to reinforce your learning

Question 1

What is the primary formula for calculating head loss during sudden enlargement?

h_L = K_L * (V_1^2 / 2g)
h_L = K_E' * (V_1^2 - V_2^2) / 2g
h_L = K_b * (V^2 / 2g)

💡 Hint: Focus on the coefficient that corresponds to sudden changes.

Question 2

True or False: The exit loss coefficient is always less than the entrance loss coefficient.

True
False

💡 Hint: Consider how fluid exits a pipe compared to entering.

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Challenge Problems

Push your limits with advanced challenges

Challenge 1 Hard

A 10 m long pipe transitions from a diameter of 0.1 m to 0.3 m abruptly. Calculate the head loss if the flow velocity is 5 m/s.

💡 Hint: Remember to calculate the areas before applying the head loss formula.

Challenge 2 Hard

Design a water supply system with a series of pipes including one abrupt enlargement and two sharp bends. Estimate total head loss using given coefficients.

💡 Hint: Break down the system into manageable sections and tackle each separately.

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