wolfhece.bernoulli.losses
Author: HECE - University of Liege, Pierre Archambeau Date: 2024
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Module Contents
- wolfhece.bernoulli.losses._colebrook_white(f, k, diameter, reynolds)[source]
Colebrook-White equation for friction factor
@param f: float, friction factor [-] @param k: float, roughness of the pipe [m] @param diameter: float, diameter of the pipe [m] @param reynolds: float, Reynolds number [-]
- wolfhece.bernoulli.losses.grad_colebrook_white[source]
Second derivative of the Colebrook-White equation
- wolfhece.bernoulli.losses.f_colebrook_white(f, k, diameter, reynolds)[source]
Solve the Colebrook-White equation using Newton’s method
@param f: float, initial guess for the friction factor [-] @param k: float, roughness of the pipe [m] @param diameter: float, diameter of the pipe [m] @param reynolds: float, Reynolds number [-]
- wolfhece.bernoulli.losses.test_colebrook_fsolve()[source]
Test the Colebrook-White equation using Scipy fsolve
- wolfhece.bernoulli.losses.test_colebrook_root_scalar()[source]
Test the Colebrook-White equation using Scipy root_scalar