Description Usage Arguments Value Author(s) Examples
View source: R/hydrailic_functions.R
In fluid dynamics, the Darcy–Weisbach equation is an empirical equation, which relates the head loss, or pressure loss, due to friction along a given length of pipe to the average velocity of the fluid flow for an incompressible fluid. The Darcy–Weisbach equation contains a dimensionless friction factor, known as the Darcy friction factor. This is also variously called the Darcy–Weisbach friction factor, friction factor, resistance coefficient, or flow coefficient. [https://en.wikipedia.org/wiki/Darcy
1 | darcy_weisbach(flow, pipe_length, dn, roughness, temp = 15.6)
|
flow |
cubic meter per second (m3/s) |
pipe_length |
length of pipe (m) |
dn |
inner diameter of pipe (m) |
roughness |
internal roughness of the pipe in (m) |
temp |
temperature in °C |
head loss (m)
Dr. Raúl Trujillo Álvarez dr.ing.trujillo@gmail.com
1 2 3 4 5 | darcy_weisbach( flow = 0.042,
pipe_length = 970,
dn = 0.150,
roughness = 1.5e-6,
temp = 14.5)
|
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