The Moody diagram gives the Darcy friction factor, $f,$ in terms of Reynolds number and relative roughness. The Fanning friction factor for pipe flow is defined as $$f_{F}=\frac{\tau_{w}}{\frac{1}{2} \rho \nabla^{2}}$$ where $\tau_{w}$ is the wall shear stress in the pipe. Show that the relation between the Darcy and Fanning friction factors for fully developed pipe flow is given by $f=4 f_{F}$