An empiric profile for a turbulent flow in a circular pipe
Abstract Here I propose an empiric profile for the turbulent flow in a circular pipe. The profile is a simple continuous function, similar but different to the power law equation. It's only parameter is fixed based on the stress on the wall and a flat profile in the center. Equation development We all know that there is not an analytical solution for the velocity profile in a circular pipe in turbulent flow. There is, of course, for developed laminar flow: \[v(r) = v_\text{c} \left[ 1 - \left(r \over R\right)^2 \right] \tag{1} \] where \(v_\text{c}\) is the velocity at the center, \(r\) is the radial coordinate, \(R\) the radius of the tube. On the other hand, there's a well-know empirical average profile for turbulent flow, which is know as the power-law profile: \[\bar{v}(r) = \bar{v}_\text{c} \left( 1 - {r \over R} \right)^n \tag{2} \] where \(n\) is an empirical parameter, usually around 1/7. This model represents acceptably well the average profile for the averag...