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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