Related Experiment Video
Updated: Jul 18, 2026

06:42
Magnetically Induced Rotating Rayleigh-Taylor Instability
Published on: March 3, 2017
Instabilities, bifurcations, and multiple solutions in expanding channel flows.
Vakhtang Putkaradze1, Peter Vorobieff
1Colorado State University, Fort Collins, Colorado 80523, USA.
Physical Review Letters
|December 13, 2006
Summary
We experimentally studied Jeffery-Hamel flows in wedge channels, confirming theoretical predictions. Our findings reveal stable outflow solutions and complex, hysteretic flow behaviors, including multiple vortices.
Area of Science:
- Fluid Dynamics
- Experimental Physics
- Nonlinear Dynamics
Background:
- Classical Jeffery-Hamel flows describe fluid motion in channels with non-parallel walls.
- Understanding these flows is crucial for applications involving complex geometries.
- Previous studies relied on numerical and analytical methods, lacking extensive experimental validation.
Purpose of the Study:
- To experimentally realize and investigate Jeffery-Hamel flows in a wedge-shaped channel.
- To compare experimental velocity fields with Jeffery-Hamel theory predictions.
- To analyze the stability and bifurcation properties of the observed flow regimes.
Main Methods:
- Experimental setup utilizing a wedge-shaped channel.
- Particle Image Velocimetry (PIV) for measuring velocity fields.
- Systematic variation of flow parameters to study bifurcation diagrams.
Main Results:
- Experimental velocity fields closely matched Jeffery-Hamel theory predictions.
- Demonstrated the absolute stability of the pure outflow solution.
- Observed a hysteretic structure in flow bifurcations.
- Confirmed the existence of a multiple-vortex flow regime.
Conclusions:
- The experimental study validates classical Jeffery-Hamel theory in wedge channels.
- The research highlights complex nonlinear behaviors, including hysteresis and multiple vortices.
- Findings provide a foundation for further investigations into non-Newtonian and complex fluid flows.
More Related Videos
Related Concept Videos
Rapidly Varying Flow
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...
Uniform Depth Channel Flow: Problem Solving
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...
Energy Considerations in Open Channel Flow
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...
Bernoulli's Equation for Flow Along a Streamline
Bernoulli's equation relates the energy conservation in a fluid moving along a streamline. The equation applies to incompressible and inviscid fluids under steady flow. For such a flow, Newton's second law is applied to a small fluid element, which experiences forces due to pressure differences, gravity, and velocity variations. The force balance leads to the following form of Bernoulli's equation:
Turbulent Flow
Turbulent flow is characterized by unpredictable fluctuations in velocity and pressure, which result in a chaotic fluid movement distinct from the orderly patterns of laminar flow. While laminar flow is governed by smooth, parallel layers with minimal mixing, turbulent flow exhibits highly irregular, three-dimensional patterns. This behavior arises due to instabilities in the fluid's velocity profile, and amplifies as the flow velocity increases. Minor disturbances, known as turbulent spots,...
Introduction to Types of Flows
Fluid flows are categorized by dimensionality and behavior, with one-dimensional flow being the simplest form, where properties like velocity and pressure change only along a single axis. Water moving through straight pipes exemplifies this flow type, as variations in other directions are minimal. One-dimensional analysis helps simplify understanding such flows, focusing solely on changes along the pipe's length.
Two-dimensional flow involves changes in both length and height, as seen in air...
Two-dimensional flow involves changes in both length and height, as seen in air...

