Hydraulic Engineering - Vol 2 | 20. Non-Uniform Flow and Hydraulic Jump (Contd.) by Abraham | Learn Smarter
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20. Non-Uniform Flow and Hydraulic Jump (Contd.)

This chapter discusses non-uniform flow and hydraulic jumps in hydraulic engineering, focusing on the calculation of the rate of change of water depth in channels and the identification of gradually varied flow profiles. It emphasizes the use of Manning's equation and the relationships between flow parameters to determine flow profiles under various conditions. Key concepts include types of slopes and the characteristics of hydraulic jumps.

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Sections

  • 1

    Hydraulic Engineering

    This section covers the concepts of non-uniform flow and hydraulic jump in hydraulic engineering, addressing the classification of flow profiles and problem-solving related to flow characteristics.

    Learning Practice

  • 1.1

    Lecture – 35: Non-Uniform Flow And Hydraulic Jump (Contd.)

    The section continues the exploration of non-uniform flow in hydraulic engineering, focusing on hydraulic jumps and how to calculate varying water depths in channels.

    Learning Practice

  • 2

    Problems And Solutions

    This section addresses important problem-solving techniques in hydraulic engineering with a focus on various flow scenarios.

    Learning Practice

  • 2.1

    Problem 1: Rate Of Change Of Depth Of Water

    This section focuses on calculating the rate of change of depth of water in a rectangular channel given specific hydraulic parameters.

    Learning Practice

  • 2.2

    Solution To Problem 1

    This section addresses the solution to specific hydraulic engineering problems involving the calculation of water depth changes in rectangular channels.

    Learning Practice

  • 2.3

    Problem 2: Gradually Varied Flow Profile

    This section focuses on understanding gradually varied flow in hydraulic engineering through problem-solving examples and theoretical explanations.

    Learning Practice

  • 2.4

    Solution To Problem 2

    This section covers the calculations related to gradually varied flow in hydraulic engineering.

    Learning Practice

  • 2.5

    Problem 3: Gradually Varied Flow Profiles In A Wide Rectangular Channel

    This section discusses the concepts of gradually varied flow profiles in wide rectangular channels, focusing on calculating depth changes and understanding different slope types.

    Learning Practice

  • 2.6

    Solution To Problem 3

    This section covers the solution to various hydraulic engineering problems, specifically focusing on calculating the rate of change of water depth in rectangular channels under different flow conditions.

    Learning Practice

  • 3

    Rapidly Varied Flow

    This section discusses the concept of rapidly varied flow in hydraulic engineering, focusing on hydraulic jumps and the dynamics of flow transition.

    Learning Practice

  • 3.1

    Introduction To Rapidly Varied Flow

    This section introduces rapidly varied flow, a hydraulic phenomenon characterized by abrupt changes in water depth and velocity.

    Learning Practice

  • 3.2

    Hydraulic Jump

    This section discusses hydraulic jump as a significant type of rapidly varied flow in hydraulic engineering.

    Learning Practice

References

35.pdf

Class Notes

Memorization

What we have learnt

  • The rate of change of water...
  • Different types of graduall...
  • Hydraulic jumps are signifi...

Final Test

Revision Tests