Surcharged Pipe [beta]

Hydraulics of Surcharged Pipe

$Velocity, v=\frac{1.486}{n}{R}^{2/3}\sqrt{S_f}$

$total head loss, H_l=h_f+h_v={\(\frac{nQ}{1.486AR^{2/3}}\)}^2L+\frac{{Q}^{2}}{2gA}k$

Circular Pipe Ø
Rectangular Pipe #

Width or diameter
Height

Pipe Length (feet)

Flow

Manning's n

Minor losses factor &Sigma k

Equivalent Circular Diameter

Decimals