Hydraulic flow and pore size relationship

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Hydraulic Flow and Pore Size Relationship
Time: 2014-01-20 Source: http://

According to Bernoulli’s principle, the total pressure in a fluid system is the sum of the static pressure, dynamic pressure, and potential energy due to position. This fundamental concept plays a crucial role in understanding fluid dynamics, especially in hydraulic systems.
In fluid mechanics, the total pressure at any point in a flowing fluid is equal to the sum of the static and dynamic pressures. This relationship can be expressed as: Pq = Pj + Pd, where Pq represents the total or full pressure, Pj is the static pressure, and Pd is the dynamic pressure.
Pq = Pj + Pd
This equation shows that if the dynamic pressure increases, the static pressure must decrease by an equal amount, assuming the total pressure remains constant.

The dynamic pressure can be calculated using the formula: Pd = γv² / 2g, where γ is the fluid density, v is the flow velocity, and g is the acceleration due to gravity.
The flow velocity v can also be expressed as v = Q / F, where Q is the volumetric flow rate and F is the cross-sectional area of the pipe. Substituting F with πd²/4 (the area of a circular pipe), we get: v = 4Q / πd².
From this, it's clear that the flow velocity is inversely proportional to the square of the pipe diameter. As the diameter decreases, the velocity increases significantly, which in turn causes the dynamic pressure to rise sharply. This results in a corresponding drop in static pressure at that location.
When the total pressure from a hydraulic pump is constant, maintaining stable static pressure requires keeping the flow rate (and thus the dynamic pressure) consistent. This means the ratio of Q/d² should remain unchanged to ensure system stability.
Understanding how these parameters interact is essential for designing efficient hydraulic systems and optimizing performance under varying conditions.

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