The Buckingham Pi theorem provides a structured method to simplify fluid dynamics problems by reducing complex systems of variables to dimensionless terms.

Equation 1

In analyzing flow through a pipe, variables that define the system include the pipe's diameter, the fluid's velocity, its density, and viscosity. These can be combined into a single dimensionless term, the Reynolds number (Re), which captures their essential relationship.

Equation 2

The first step in applying the Buckingham Pi theorem is identifying the fundamental dimensions of each variable. In fluid mechanics, these are typically mass, length, and time. Here, the diameter represents length, velocity combines length and time, density encompasses mass and volume, and viscosity incorporates mass, length, and time.

Equation 3

The theorem suggests that the number of independent dimensionless groups, known as Pi terms, is the difference in the number of variables k and the number of fundamental dimensions r. Only one dimensionless term is needed with four variables and three dimensions, simplifying analysis.

Equation 4

This single term, the Reynolds number, compares inertial forces to viscous forces in the fluid. Establishing this ratio reveals whether the flow is likely to be smooth and orderly, known as laminar flow, or chaotic and irregular, known as turbulent flow. Lower values indicate laminar flow, where viscous forces dominate, and the fluid moves in parallel layers. Higher values reflect turbulent flow, where inertial forces lead to chaotic motion. The Buckingham Pi theorem's application in this context reduces complex interactions to a single term, making it easier to generalize flow behavior under varying conditions.

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20.2 : The Buckingham Pi Theorem

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20.1 : Dimensionale Analyse

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20.3 : Ermittlung von Pi-Termen

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20.4 : Dimensionslose Gruppen in der Strömungsmechanik

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20.5 : Korrelation experimenteller Daten

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20.6 : Modellierung und Ähnlichkeit

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20.7 : Typische Modellstudien

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20.8 : Entwurfsbeispiel: Erstellen eines hydraulischen Modells eines Dammüberlaufs

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