Overview
Engineering reference data for Pipes Fluid Flow Pressure Loss in fluid mechanics.
Key Formulas
Reynolds Number
Ratio of inertial to viscous forces — determines flow regime.
Bernoulli's Equation
Conservation of energy for steady, inviscid, incompressible flow.
Continuity Equation
Conservation of mass for incompressible flow.
Darcy-Weisbach
Pressure drop due to friction in a pipe.
Variables
| Symbol | Description | Unit |
|---|---|---|
| Reynolds number | — | |
| Fluid density | kg/m³ | |
| Flow velocity | m/s | |
| Characteristic dimension | m | |
| Dynamic viscosity | Pa·s | |
| Pressure | Pa | |
| Darcy friction factor | — |
Key Engineering Equations and Applications
The following table summarizes important pressure loss equations and their typical applications, extracted from the referenced engineering documents.
Definitions and Properties
Darcy-Weisbach Equation
The Darcy-Weisbach equation is a fundamental relation for calculating the major (friction) pressure or head loss due to fluid flow in a pipe or duct. It is valid for both laminar and turbulent flow and applicable to any incompressible Newtonian fluid.
Hazen-Williams Equation
The Hazen-Williams equation is an empirical formula used primarily for water flow in pipes. It calculates the friction head loss (typically in ftH₂O per 100 ft of pipe) based on the pipe's internal diameter, flow rate, and a roughness coefficient (C-factor).
Hydraulic Diameter
For non-circular ducts and channels, the hydraulic diameter () is used as the characteristic length in Reynolds number and pressure drop calculations. It is defined as four times the cross-sectional area () divided by the wetted perimeter ():
Flow Regime: Reynolds Number
The nature of the fluid flow (laminar, transitional, or turbulent) is characterized by the dimensionless Reynolds number (). It relates inertial forces to viscous forces: where is density, is velocity, is diameter, and is dynamic viscosity.