Hydrology & Water Resources Engineering - Vol 3 | 47. Kennedy’s and Lacey’s Theory of Regime Channels by Abraham | Learn Smarter
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47. Kennedy’s and Lacey’s Theory of Regime Channels

Kennedy’s and Lacey’s theories provide foundational knowledge for understanding regime channels in irrigation and drainage systems. Kennedy’s Theory focuses on critical velocity in stabilizing channel dimensions, while Lacey’s Theory expands upon this by offering empirical equations tailored for diverse canal systems. Both theories, despite their limitations, retain relevance in contemporary civil engineering practices for channel design.

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Sections

  • 47

    Kennedy’s And Lacey’s Theory Of Regime Channels

    This section discusses Kennedy’s and Lacey’s theories that explain the concept of regime channels in water resources engineering.

  • 47.1

    Regime Channels – Concept

    Regime channels are water channels that stabilize their shape and characteristics over time under constant discharge and sediment load, preventing erosion and deposition.

  • 47.2

    Kennedy’s Theory Of Regime Channels

    Kennedy's Theory focuses on the characteristics and stability of regime channels based on empirical observations from the Upper Bari Doab Canal System.

  • 47.2.1

    Historical Background

    Kennedy's Theory of regime channels developed in 1895 focuses on the relationship between channel dimensions and flow characteristics in alluvial soils.

  • 47.2.2

    Key Assumptions

    This section outlines the key assumptions underlying Kennedy's Theory of Regime Channels.

  • 47.2.3

    Critical Velocity Concept

    Kennedy's critical velocity concept establishes the minimum velocity needed to prevent silting in regime channels.

  • 47.2.4

    Limitations Of Kennedy’s Theory

    Kennedy’s Theory has significant limitations, including its narrow empirical basis, lack of general applicability, and failure to account for certain channel characteristics.

  • 47.3

    Lacey’s Theory Of Regime Channels

    Lacey’s Theory expands on Kennedy’s findings, offering a broader framework for understanding regime channels in alluvial soils.

  • 47.3.1

    Background And Development

    Lacey's theory builds upon Kennedy's foundational ideas to enhance the understanding of regime channels across diverse canal systems.

  • 47.3.2

    Basic Assumptions

    Lacey's theory of regime channels is based on five key assumptions about channel behavior under stable conditions.

  • 47.3.3

    Lacey’s Regime Equations

    Lacey's Regime Equations provide empirical formulas to define the conditions for regime channels, emphasizing key factors such as velocity, discharge, wetted perimeter, and slope.

  • 47.3.4

    Design Procedure Using Lacey’s Theory

    This section outlines the design procedure for regime channels based on Lacey’s Theory, emphasizing the systematic steps to ensure stable channel conditions.

  • 47.3.5

    Limitations Of Lacey’s Theory

    This section outlines the limitations of Lacey’s Theory, emphasizing its empirical nature and constraints in application outside Indian alluvial regions.

  • 47.4

    Comparison Between Kennedy’s And Lacey’s Theories

    This section compares Kennedy's and Lacey's theories of regime channels, focusing on their development, assumptions, limitations, and key equations.

  • 47.5

    Modern Developments And Relevance

    Modern techniques for channel design build on the foundational theories of Kennedy and Lacey, incorporating advanced computational tools.

Class Notes

Memorization

What we have learnt

  • Regime channels achieve sta...
  • Kennedy’s Theory emphasizes...
  • Lacey’s Theory is based on ...

Final Test

Revision Tests