Practice Design Procedure using Lacey’s Theory - 47.3.4 | 47. Kennedy’s and Lacey’s Theory of Regime Channels | Hydrology & Water Resources Engineering - Vol 3
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Design Procedure using Lacey’s Theory

47.3.4 - Design Procedure using Lacey’s Theory

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Learning

Practice Questions

Test your understanding with targeted questions

Question 1 Easy

What is the formula to calculate the silt factor?

💡 Hint: Consider the relationship between sediment and flow.

Question 2 Easy

What does discharge (Q) represent?

💡 Hint: Think about water flow rates in a channel.

4 more questions available

Interactive Quizzes

Quick quizzes to reinforce your learning

Question 1

What is the first step in designing a channel using Lacey’s Theory?

Calculate the wetted perimeter
Determine discharge (Q) and sediment size (d)
Find the slope (S)

💡 Hint: Think about what information is needed for further calculations.

Question 2

Is the formula for the silt factor, f = 1.76 × d, true or false?

True
False

💡 Hint: Recall how sediment influences flow.

2 more questions available

Challenge Problems

Push your limits with advanced challenges

Challenge 1 Hard

Consider a channel with a discharge of 20 m³/s and sediment size of 1 mm. Calculate the silt factor and subsequent channel characteristics, including velocity, area, wetted perimeter, and slope.

💡 Hint: Break down each component step-wise to tackle the problem efficiently.

Challenge 2 Hard

Discuss how different sediment sizes can affect the slope estimation in Lacey’s design procedure, providing specific examples.

💡 Hint: Consider how the flow dynamics change with sediment size!

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