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Rapidly Varying Flow01:24

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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 FlowRVF is commonly observed in scenarios involving...
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Gradually Varying Flow01:29

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Gradually varying flow (GVF) in open channels describes situations where water depth changes slowly along the channel due to factors like non-uniform bed slope, channel shape variations, or obstructions. This flow type occurs when the depth adjusts gradually to balance gravitational forces, shear forces, and energy requirements, resulting in a low rate of depth change.Characteristics of Gradually Varying FlowGVF is commonly observed in natural streams, rivers, and canals, where flow depth...
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Uniform Depth Channel Flow: Problem Solving01:18

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To calculate the flow rate for a trapezoidal channel, first, identify the bottom width, side slope, and flow depth of the channel. The cross-sectional area (A) corresponding to the depth of flow (y), channel bottom width (B), and side slope (θ) is determined by:Next, calculate the wetted perimeter, which includes the bottom width and the sloped side lengths in contact with the water. Using the values of the cross-sectional area and the wetted perimeter, determine the hydraulic radius by...
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Uniform Depth Channel Flow01:27

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Uniform depth channel flow keeps fluid depth consistent along channels such as irrigation canals. In natural channels, such as rivers, approximate uniform flow is often assumed. This condition occurs when the channel’s bottom slope matches the energy slope, balancing potential energy lost from gravity with head loss due to shear stress. This balance prevents depth changes along the channel length, resulting in a steady, uniform flow.Uniform flow in open channels with a constant cross-section...
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Energy Considerations in Open Channel Flow01:27

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Open channel flow, where a fluid flows with a free surface exposed to the atmosphere, is primarily governed by gravitational and surface effects, distinguishing it from closed conduit or pipe flow. In open channels such as rivers, canals, and artificial channels, energy analysis provides valuable insights into flow behavior and the relationship between depth, velocity, and slope.Specific Energy and Flow DepthIn open channel flow, the specific energy, E, combines the gravitational potential...
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Fluid mechanics model studies often utilize scaled-down systems to predict fluid behavior in full-scale environments, such as river flows, dam spillways, and structures interacting with open surfaces. Maintaining Froude number similarity in river models is crucial, as it replicates surface flow features like wave patterns and velocities.
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Related Experiment Video

Updated: Dec 11, 2025

Parameterizing V-notch Weir Equations for Flow Monitoring in a Drainage Control Structure
07:15

Parameterizing V-notch Weir Equations for Flow Monitoring in a Drainage Control Structure

Published on: April 25, 2025

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Level Set method-based two-dimensional numerical model for simulation of nonuniform open-channel flow.

Rui Xu1, Shihe Liu1

  • 1State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan, P. R. China.

Plos One
|September 27, 2019
PubMed
Summary
This summary is machine-generated.

This study applies the Level Set method to simulate open-channel flow, revealing that velocity and shear stress increase along the flow path. Nonuniform flow regions exhibit higher energy loss and roughness coefficients compared to uniform flow.

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Area of Science:

  • Fluid dynamics
  • Computational fluid dynamics
  • Open-channel flow

Background:

  • Accurate free surface capture is crucial for open-channel flow analysis.
  • Existing Level Set method research is primarily focused on bubble and droplet dynamics.

Purpose of the Study:

  • To apply the Level Set method for simulating 2D open-channel turbulence.
  • To propose and validate a new numerical model using experimental data.
  • To investigate flow field and general characteristics, including water-level lowering curves.

Main Methods:

  • Two-dimensional numerical simulation using the Level Set method.
  • Development of a novel numerical model.
  • Validation with multispot synchronized experimental data.

Main Results:

  • A semilogarithmic zone in vertical velocity distribution persists during the transition from nonuniform to uniform flow.
  • Depth-averaged velocity and wall shear stress increase along the flow path.
  • Energy loss and roughness coefficients are higher in nonuniform flow regions than in uniform flow regions.

Conclusions:

  • The proposed Level Set model accurately simulates open-channel turbulence.
  • Flow characteristics, such as velocity and shear stress, are sensitive to the flow path in open channels.
  • Deviations from uniform flow significantly impact energy loss and roughness coefficients.