This section describes the equations employed by pfcalc (pipe friction calculator) to compute pressure drop in piping systems. For a description of the program and it's GUI front-ends and for download locations see the pfcalc home page.
The program operates on an arbitrary number of pipes. For each pipe, the following equations are solved:
![v = 4 * Q / pi / d / d [m/s]](math/math1.png)
![Rey = d * v / ν [-]](math/math2.png)

![Δp major = λ * ρ * v * v / 100000 / 2 [bar]](math/math4.png)
![Δp minor = K * &ρ * v * v / 100000 / 2 [bar]](math/math5.png)
![Δp hydrostatic = ρ * g * z / 100000 [bar]](math/math6.png)
![Δp total = Δp major + Δp minor + Δp hydrostatic [bar]](math/math7.png)
Note that the Colebrook-White equation (formula 3 for Reynolds numbers larger than 4000) is an implicit equation and is solved by an iterative method.

This page was last updated on 23/11/2012.