Darcy Weisbach equation (pressure loss form)

Input(s)

L: Length of the Pipe (m)(\mathrm{m})

ρ\rho: Density of Fluid (kg/m3)\left(\mathrm{kg} / \mathrm{m}^{3}\right)

V: Average Velocity of the Fluid Flow, Equal to the Volumetric Flow Rate per Unit Cross-sectional Wetted Area (m/s)(\mathrm{m} / \mathrm{s})

L: Lift Force (Newton)

D: Hydraulic Diameter of the Pipe (for a Pipe of Circular Section, equals the Internal Diameter of the Pipe) (m)

fD\boldsymbol{f}_{\boldsymbol{D}}: Dimensionless Coefficient Called the Darcy Friction Factor (dimensionless)

Output(s)

ΔP\Delta \mathrm{P}: Pressure Loss due to Friction (m)

Formula(s)

ΔP=LfDρ2(V2D)\Delta P=L * f_{D} * \frac{\rho}{2} *\left(\frac{V^{2}}{D}\right)

Reference(s)

Wikipedia.org.


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