Performs head losses calculations in in 45° elbows. There are two options:
Given the flow and the pipe diameter, calculates the corresponding head loss.
Given the pipe diameter, calculates the head losses coeficients corresponding to the expressions:
k applicable to the expression: $$ h_f = k. \frac{U^2}{2g} $$
kQ applicable to the expression: $$ h_f = k_Q. Q^2
$$
45° elbow