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.)

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

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  1. 1
    Hydraulic Engineering

    This section covers the concepts of non-uniform flow and hydraulic jump in...

  2. 1.1
    Lecture – 35: Non-Uniform Flow And Hydraulic Jump (Contd.)

    The section continues the exploration of non-uniform flow in hydraulic...

  3. 2
    Problems And Solutions

    This section addresses important problem-solving techniques in hydraulic...

  4. 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...

  5. 2.2
    Solution To Problem 1

    This section addresses the solution to specific hydraulic engineering...

  6. 2.3
    Problem 2: Gradually Varied Flow Profile

    This section focuses on understanding gradually varied flow in hydraulic...

  7. 2.4
    Solution To Problem 2

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

  8. 2.5
    Problem 3: Gradually Varied Flow Profiles In A Wide Rectangular Channel

    This section discusses the concepts of gradually varied flow profiles in...

  9. 2.6
    Solution To Problem 3

    This section covers the solution to various hydraulic engineering problems,...

  10. 3
    Rapidly Varied Flow

    This section discusses the concept of rapidly varied flow in hydraulic...

  11. 3.1
    Introduction To Rapidly Varied Flow

    This section introduces rapidly varied flow, a hydraulic phenomenon...

  12. 3.2
    Hydraulic Jump

    This section discusses hydraulic jump as a significant type of rapidly...

What we have learnt

  • The rate of change of water depth can be determined using relationships between bed slope, friction slope, and flow characteristics.
  • Different types of gradually varied flow can be categorized based on the relationship between normal depth and critical depth.
  • Hydraulic jumps are significant transitions in flow that result from variations in channel geometry and flow conditions.

Key Concepts

-- Gradually Varied Flow (GVF)
A type of flow where the depth of water changes slowly along the length of the channel, typically characterized by the relationship of different slopes.
-- Hydraulic Jump
A rapidly varied flow phenomenon characterized by a sudden change in flow depth, usually resulting in an increase in energy and a decrease in flow velocity.
-- Manning's Equation
A formula used to estimate the velocity of water in open channels, accounting for the roughness of the channel surface, channel slope, and cross-sectional area.
-- Critical Depth
The depth of flow in an open channel at which the specific energy is minimized, influencing the type of flow profile.
-- Bed Slope (S0)
The slope of the channel bed, which can significantly affect the flow characteristics and the type of; gradually varied profile.

Additional Learning Materials

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