If you wanted to compare the importance of minor vs. major losses for a specific pipeline, what dimensionless terms could you compare? Solution Minor head loss in pipe and tube systems can be expressed as h minor_loss = v 2 / 2 g (1) where h minor_loss = minor head loss (m, ft) = minor loss coefficient v = flow velocity (m/s, ft/s) g = acceleration of gravity (m/s 2 , ft/s 2 ) Minor loss coefficients for some of the most common used components in pipe and tube systems .