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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.

The classification of fluid flow in pipes was pioneered by Osborne Reynolds through his foundational dye injection experiments. Reynolds identified three flow regimes — laminar, transitional, and turbulent — based on fluid velocity. At low velocities, the dye maintained a smooth streakline, indicating laminar flow, where fluid particles follow orderly, parallel paths. As velocity increased, the dye began to oscillate, marking the transitional regime, and at higher velocities, it dispersed unpredictably in the turbulent regime, where random, chaotic motion dominates.

These observations led to the development of the Reynolds number, a dimensionless quantity that indicates the balance of inertial and viscous forces in the flow. The Reynolds number is calculated based on fluid velocity, density, viscosity, and pipe diameter and serves as an indicator of flow type: laminar for values below 2100, turbulent for values above 4000, and transitional in the range between. In laminar flow, velocity remains steady over time, while turbulent flow exhibits unsteady, fluctuating velocities with random components perpendicular to the pipe axis. By calculating the Reynolds number, engineers can predict flow behavior in pipe systems, aiding in the design and optimization of pipelines, hydraulic systems, and fluid transport networks across various industries.

From Chapter 21:

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21.1 : General Characteristics of Pipe Flow I

Flow in Pipes

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21.2 : General Characteristics of Pipe Flow II

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21.3 : Laminar Flow

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21.4 : Laminar Flow: Problem Solving

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21.5 : Turbulent Flow

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21.6 : Turbulent Flow: Problem Solving

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21.7 : Major Losses in Pipes

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21.8 : Minor Losses in Pipes

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21.9 : Single Pipe Systems

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21.10 : Multiple Pipe Systems

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21.11 : Pipe Flowrate Measurement

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21.12 : Pipe Flowrate Measurement: Problem Solving

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21.13 : Design Example: Designing a Residential Plumbing System

Flow in Pipes

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