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Related Concept Videos

Rapidly Varying Flow01:24

Rapidly Varying Flow

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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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Weir: Problem Solving01:26

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Water flow in open channels is often measured using hydraulic structures such as weirs, which allow precise calculation of discharge. In a rectangular channel, flow rates are measured using three types of weirs: rectangular sharp-crested, triangular sharp-crested, and broad-crested. The weir head is set at a fixed height above the channel bottom, simplifying calculations and enabling the relationship between depth and flow rate to be analyzed.For the rectangular sharp-crested weir, the flow...
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Underflow Gates01:30

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Underflow gates are vital for controlling water flow in irrigation canals. The three main types of underflow gates — vertical, radial, and drum gates — serve different purposes while ensuring effective flow management. Vertical gates move up and down, generating a free-flowing water jet; radial gates pivot to regulate the flow; and drum gates rotate for precise adjustments. The flow through these gates is influenced by downstream conditions, resulting in free or drowned outflow.Free and...
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Design Example: Analyzing Capacity Contours for Flood Risk Assessment01:17

Design Example: Analyzing Capacity Contours for Flood Risk Assessment

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Flood risk assessment involves careful planning and analysis to ensure the safety of communities near water retention structures. Capacity contours are a vital tool in this process, as they illustrate the potential spread of water at specific levels in a given area. In the context of building a bund across a small valley, these contours play a critical role in evaluating the safety of nearby residential areas.In this example, the bund is intended to store stormwater in the valley. The engineers...
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Weir01:24

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A weir is a hydraulic structure designed to partially obstruct an open channel, enabling precise control and measurement of water flow. By forcing water to flow over or through it, a weir allows for accurate determination of discharge rates, making it an essential tool in water resource management. These structures are extensively used in regulating river flows, irrigation systems, and flood control channels.Types of Weirs and Their FeaturesWeirs are categorized primarily into sharp-crested and...
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Visualizing Hyporheic Flow Through Bedforms Using Dye Experiments and Simulation
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Variability in alluvial river width driven by intermittent bank collapse.

Kun Zhao1,2, Stefano Lanzoni2, Giovanni Coco3

  • 1State Key Laboratory of Water Disaster Prevention, Hohai University, Nanjing 210098, China.

Proceedings of the National Academy of Sciences of the United States of America
|April 9, 2026
PubMed
Summary
This summary is machine-generated.

River width variability is driven by meander bends, mid-channel bars, and bank collapse. Intermittent bank collapse significantly impacts river morphodynamics, especially in mildly curved rivers, refining geomorphology theory.

Keywords:
alluvial riversintermittent bank collapsemeander dynamicswidth variability

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Area of Science:

  • Fluvial geomorphology
  • River dynamics
  • Remote sensing

Background:

  • Hydraulic geometry theory traditionally describes equilibrium channel dimensions based on flow discharge.
  • Natural alluvial rivers exhibit dynamic planforms and fluctuating widths, with mechanisms of variability poorly understood.
  • High-resolution datasets highlight the need for refined understanding of river width dynamics.

Purpose of the Study:

  • To investigate spatial patterns of river width variability in a global set of alluvial rivers.
  • To identify geomorphic features associated with different wavelengths of width variability.
  • To elucidate the role of intermittent bank collapse in river morphodynamics.

Main Methods:

  • Analysis of high-resolution satellite imagery from a globally distributed set of alluvial rivers.
  • Normalization of channel width data by mean channel width.
  • Application of Fourier analysis to examine width variability patterns and their relation to channel curvature.
  • Numerical modeling to assess the impact of intermittent bank collapse on river morphodynamics.

Main Results:

  • Identification of three characteristic wavelengths of width variability linked to meander bends, mid-channel bars, and intermittent bank collapse.
  • A strong inverse relationship found between intermittent bank collapse-driven width variability and bend-average curvature, particularly in mildly curved rivers.
  • Numerical models confirmed that intermittent bank collapse accelerates lateral river migration and enhances floodplain reworking.

Conclusions:

  • Intermittent bank collapse is a significant geomorphic mechanism driving river width adjustment, particularly in less curved river sections.
  • These findings refine classical fluvial geomorphology theory by incorporating bank collapse dynamics.
  • The results have implications for river restoration strategies and estimating organic carbon fluxes in a changing climate.