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Rapidly varying flow (RVF) in open channels is characterized by abrupt changes in flow depth over a short distance, with the rate of depth change relative to distance often approaching unity. These flows are inherently complex due to their transient and multi-dimensional nature, making exact analysis difficult. However, approximate solutions using simplified models provide valuable insights into their behavior.

Key Features of Rapidly Varying Flow

RVF is commonly observed in scenarios involving sudden transitions in flow conditions or channel geometry. One prominent example is the hydraulic jump, where water transitions rapidly from a fast, shallow flow to a slower, deeper state within a small area. This phenomenon is critical in energy dissipation, reducing the risk of downstream erosion. Additionally, RVF can occur at abrupt expansions, contractions, or obstructions in a channel, creating localized flow separation, reversal zones, and oscillatory surface patterns.

Applications in Flow Measurement and Channel Design

Devices such as weirs, flumes, and sluice gates utilize controlled RVF zones to measure flow in open channels accurately. By inducing predictable flow changes, these structures enable precise calculation of discharge rates, supporting effective water management. RVF principles are also applied to channel design for irrigation and drainage systems, ensuring controlled transitions and mitigating flow-induced damage.

Challenges and Advanced Modeling

While simplified models are useful for fundamental analysis, RVF often involves highly irregular patterns that require detailed computational or experimental modeling. For example, predicting erosion near bridge piers, where RVF causes turbulent vortices and sediment displacement, demands multi-dimensional simulations. Advanced modeling of RVF helps address these challenges, ensuring the stability and functionality of hydraulic structures in dynamic flow environments.

From Chapter 23:

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23.5 : Rapidly Varying Flow

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23.1 : Energy Considerations in Open Channel Flow

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23.2 : Uniform Depth Channel Flow

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23.3 : Uniform Depth Channel Flow: Problem Solving

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23.4 : Gradually Varying Flow

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23.6 : Hydraulic Jump

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23.7 : Hydraulic Jump: Problem Solving

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23.8 : Weir

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23.9 : Weir: Problem Solving

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23.10 : Underflow Gates

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23.11 : Design Example: Design of an Irrigation Channel

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