Practice Lacey’s Theory (1930) - 46.3.2 | 46. Regime Channels | Hydrology & Water Resources Engineering - Vol 3
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Lacey’s Theory (1930)

46.3.2 - Lacey’s Theory (1930)

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Learning

Practice Questions

Test your understanding with targeted questions

Question 1 Easy

What does the 'Q' represent in Lacey's equations?

💡 Hint: Think about water flow in a channel.

Question 2 Easy

What is the purpose of the wetted perimeter equation?

💡 Hint: Consider how water interacts with a channel's geometry.

4 more questions available

Interactive Quizzes

Quick quizzes to reinforce your learning

Question 1

What is the primary assumption of Lacey's Theory?

Regime channels are in full equilibrium
Eddy suspension is the only factor
Sediment load is irrelevant

💡 Hint: Think about the main goal of channel stability.

Question 2

True or False: The hydraulic radius is the area of flow divided by the wetted perimeter.

True
False

💡 Hint: Recall the formula we discussed for hydraulic radius.

1 more question available

Challenge Problems

Push your limits with advanced challenges

Challenge 1 Hard

Using Lacey’s velocity equation, if the flow discharge (Q_f) is 210 cumecs, calculate the mean velocity.

💡 Hint: Insert the value of Q_f into the velocity equation.

Challenge 2 Hard

Calculate the hydraulic radius when Q is 120 cumecs and V is previously calculated as 1.2 m/s using Lacey’s formula.

💡 Hint: Use the hydraulic radius formula and ensure you have f before attempting.

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