Hydraulic Engineering - Vol 2 | 14. Introduction to Open Channel Flow and Uniform Flow (Contd.,) by Abraham | Learn Smarter
Students

Academic Programs

AI-powered learning for grades 8-12, aligned with major curricula

Professional

Professional Courses

Industry-relevant training in Business, Technology, and Design

Games

Interactive Games

Fun games to boost memory, math, typing, and English skills

14. Introduction to Open Channel Flow and Uniform Flow (Contd.,)

14. Introduction to Open Channel Flow and Uniform Flow (Contd.,)

The chapter delves into the principles of open channel flow and uniform flow, focusing on the derivation of wave speed equations for surface solitary waves. It explores the application of continuity and momentum equations, highlighting the relationship between wave speed, fluid depth, and gravitational acceleration. Key findings include the definition of Froude number and the distinction between subcritical and supercritical flows, as well as the effects of wave amplitude on wave speed.

11 sections

Enroll to start learning

You've not yet enrolled in this course. Please enroll for free to listen to audio lessons, classroom podcasts and take practice test.

Sections

Navigate through the learning materials and practice exercises.

  1. 1
    Hydraulic Engineering

    This section explores the dynamics of open channel flow, focusing on the...

  2. 2
    Introduction To Open Channel Flow And Uniform Flow (Contd.,)

    This section elaborates on the concepts of open channel flow, specifically...

  3. 2.1
    Application Of Equation Of Momentum

    This section focuses on the application of the equation of momentum in...

  4. 2.2
    Change In Momentum

    This section discusses the application of continuity and momentum principles...

  5. 2.3
    Assumptions Of Small Amplitude Wave Theory

    This section discusses the derivation and implications of the small...

  6. 2.4
    Derived Equation Of Wave Speed

    This section covers the derivation and significance of the wave speed...

  7. 2.5
    Energy Balance Approach

    The energy balance approach facilitates the analysis of surface solitary...

  8. 2.6
    Froude Number Effect On Solitary Waves

    This section explores how the Froude number affects solitary wave behavior...

  9. 2.7
    Equations For Finite Size Solitary Waves

    This section covers the derivation and significance of equations related to...

  10. 2.8
    Linear Wave Theory

    This section explores Linear Wave Theory, detailing the derivation of wave...

  11. 2.9
    Questions And Conclusion

    This section wraps up the hydraulic engineering lecture by presenting...

What we have learnt

  • The wave speed of small amplitude solitary waves is independent of wave amplitude and proportional to the square root of fluid depth.
  • The Froude number is used to classify flow into subcritical and supercritical based on the relationship between wave speed and fluid velocity.
  • In finite size solitary waves, larger amplitudes facilitate faster wave travel, contrary to the behavior of small amplitude waves.

Key Concepts

-- Wave Speed
The speed of small amplitude solitary waves is given by c = √(gy), where g is the acceleration due to gravity and y is the water depth.
-- Froude Number
A dimensionless number defined as V/c, used to characterize flow types: subcritical (Froude < 1) and supercritical (Froude > 1).
-- Subcritical Flow
Flow condition where wave speed exceeds the velocity of the stream, allowing waves to travel upstream.
-- Supercritical Flow
Flow condition where the velocity of the stream exceeds wave speed, preventing upstream wave travel.

Additional Learning Materials

Supplementary resources to enhance your learning experience.