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Pipe Length

Reference data and engineering information about pipe length for fluid mechanics applications.

pipelength

Overview

Engineering reference data for Pipe Length in fluid mechanics.

Key Formulas

Reynolds Number

Re=ρvDμRe = \frac{\rho v D}{\mu}

Ratio of inertial to viscous forces — determines flow regime.

Bernoulli's Equation

P+12ρv2+ρgh=constP + \frac{1}{2}\rho v^2 + \rho g h = \text{const}

Conservation of energy for steady, inviscid, incompressible flow.

Continuity Equation

A1v1=A2v2A_1 v_1 = A_2 v_2

Conservation of mass for incompressible flow.

Darcy-Weisbach

ΔP=fLDρv22\Delta P = f \frac{L}{D} \frac{\rho v^2}{2}

Pressure drop due to friction in a pipe.

Variables

SymbolDescriptionUnit
ReReReynolds number
ρ\rhoFluid densitykg/m³
vvFlow velocitym/s
DDCharacteristic dimensionm
μ\muDynamic viscosityPa·s
PPPressurePa
ffDarcy friction factor

Standard Pipe Length Types

Pipe lengths are specified in industry-standard categories:

  • Single Random Length: Typically 18 - 25 feet for plain-end pipes, or 18 - 22 feet for threaded and coupled pipes.
  • Double Random Lengths: Pipes manufactured to lengths between 38 - 40 feet.
  • Longer than Double Random: Pipes with lengths exceeding 38 - 40 feet.
  • Cut Lengths: Pipes cut to fixed lengths with a tolerance of ±1/8 inch. Some cut lengths are available up to approximately 80 feet.

Unit Conversion

The conversion factor between feet and meters is given by:

1ft=0.3048m1 \, \text{ft} = 0.3048 \, \text{m}

This formula is essential for converting pipe length measurements from imperial to metric units.

References