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Related Concept Videos

General Characteristics of Pipe Flow II01:24

General Characteristics of Pipe Flow II

When fluid enters a pipe, it first passes through the entrance region, where the velocity profile adjusts due to viscous effects. In this region, a boundary layer forms along the pipe walls and grows until it fully occupies the pipe's cross-section. Once the boundary layer merges, the flow becomes fully developed, with a steady velocity profile that remains consistent along the pipe's length.
The distance to reach a fully developed flow is called the entrance length and depends on the flow...
Steady, Laminar Flow in Circular Tubes01:23

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Hagen-Poiseuille flow describes a viscous fluid's steady, incompressible flow through a cylindrical tube with a constant radius R. This flow profile is often applied to understand fluid transport in narrow channels, such as capillaries. It serves as a foundational example of laminar flow. In this model, cylindrical coordinates (r,θ,z) are used to describe the radial (r), angular (θ), and axial (z) dimensions within the tube. For Hagen-Poiseuille flow, the velocity profile is purely axial,...
General Characteristics of Pipe Flow I01:22

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Pipe flow refers to the movement of fluids within fully enclosed conduits, typically cylindrical in shape, such as water pipes or hydraulic hoses. These conduits are designed to withstand high-pressure gradients that drive fluid movement, contrasting with open-channel flows, where gravity is the primary driving force. Rectangular conduits, like air conditioning and heating ducts, generally operate at lower pressures and are less suited for high-pressure applications.
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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.
Design Example: Creating a Hydraulic Model of a Dam Spillway01:21

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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.
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Understanding steady, laminar flow between parallel plates is essential for analyzing and designing flow in narrow rectangular channels, commonly found in various water conveyance and drainage systems. The Navier-Stokes equations govern fluid motion and are generally challenging to solve due to their nonlinearity. However, simplifications are possible in certain cases, like the steady laminar flow between parallel plates. For this scenario, we assume steady, incompressible, laminar flow.

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An Analog Macroscopic Technique for Studying Molecular Hydrodynamic Processes in Dense Gases and Liquids
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Published on: December 4, 2017

Model for density waves in gravity-driven granular flow in narrow pipes.

Simen A Ellingsen1, Knut S Gjerden, Morten Grøva

  • 1Department of Energy and Process Engineering, Norwegian University of Science and Technology, N-7491 Trondheim, Norway.

Physical Review. E, Statistical, Nonlinear, and Soft Matter Physics
|September 28, 2010
PubMed
Summary

Density waves in granular flow through pipes form when wall collisions are more dissipative than particle collisions. Counterintuitively, higher flow rates occur with more grains per wave, approaching a constant in simulations.

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Published on: February 22, 2018

Area of Science:

  • Physics
  • Granular Flow Dynamics
  • Statistical Mechanics

Background:

  • Granular materials exhibit complex flow behaviors, particularly in confined geometries.
  • Understanding density wave formation is crucial for predicting flow rates and stability.

Purpose of the Study:

  • To investigate the formation criteria of density waves in gravity-driven granular flow through a narrow pipe in a vacuum.
  • To analyze the relationship between flow rate, wave characteristics, and collisional dissipation.

Main Methods:

  • Utilized a one-dimensional model incorporating two coefficients of restitution.
  • Performed numerical simulations to observe and analyze density wave phenomena.

Main Results:

  • Density waves emerge when wall-particle collision dissipation exceeds inter-particle collision dissipation.
  • Maximal flow rates correlate with an increasing number of grains per density wave.
  • The number of grains per wave tends towards a constant as particle count increases.

Conclusions:

  • A simple criterion governs density wave formation in this granular flow system.
  • The observed wave collapse in previous studies may be attributed to insufficient particle numbers for multiple wave development.