Related Experiment Video
Updated: Aug 2, 2025

10:32
Image-based Lagrangian Particle Tracking in Bed-load Experiments
Published on: July 20, 2017
9.0K
Inadequacy of fluvial energetics for describing gravity current autosuspension
Sojiro Fukuda1, Marijke G W de Vet2, Edward W G Skevington2
1Energy and Environment Institute, University of Hull, Hull, UK. S.Fukuda-2018@hull.ac.uk.
Nature Communications
|April 21, 2023
Summary
Material transport in gravity currents, like turbidity currents, differs fundamentally from river flows. Enhanced mixing efficiency is observed due to a non-linear relationship between buoyancy and flow power.
Area of Science:
- Fluid dynamics
- Geophysics
- Sediment transport
Background:
- Gravity currents, including turbidity currents, are density-driven flows crucial in natural systems.
- Current models often assume dynamic similarity between gravity currents and fluvial flows for material transport.
- The long run-out and driving mechanisms of turbidity currents remain incompletely understood.
Purpose of the Study:
- To investigate the fundamental differences in material transport between particle-driven gravity currents and fluvial systems.
- To challenge the assumption of dynamic similarity in existing gravity current models.
- To revise the energy budget of gravity currents based on empirical and experimental data.
Main Methods:
- Integration of empirical research from various particle-driven gravity currents.
- Inclusion of new experimental data on gravity current dynamics.
- Analysis of energy budgets and buoyancy production in these flows.
Main Results:
- Material transport in gravity currents is shown to be fundamentally different from fluvial systems.
- Buoyancy production exhibits a non-linear dependence on available flow power, contrary to current theories.
- This indicates an underestimation of kinetic energy loss from the mean flow in existing models.
Conclusions:
- The mixing efficiency of gravity currents is enhanced.
- Revised energy budget calculations support the observed enhancement in mixing.
- Findings necessitate a re-evaluation of current models for gravity current dynamics and sediment transport.
Related Concept Videos
Energy Considerations in Open Channel Flow
126
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...
126
Typical Model Studies
391
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.
391
Rapidly Varying Flow
112
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...
112
Gradually Varying Flow
95
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...
95
Uniform Depth Channel Flow
107
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...
107
Design Example: Creating a Hydraulic Model of a Dam Spillway
250
Scaled hydraulic models of dam spillways provide a practical way to replicate and study the intricate flow dynamics of these structures. Often built to a 1:15 ratio, these models allow for observing critical water behavior, such as velocity distribution, flow patterns, and energy dissipation.
250

