This paper addresses a new design technique for sprinkler irrigation l
aterals with equally spaced sprinklers and constant longitudinal slope
. The technique uses the Darcy-Weisbach friction formula and accounts
for the variation of the friction coefficient for a significant practi
cal portion on a Moody diagram. The head loss in sprinkler risers as w
ell as losses in lateral pipe fittings are considered. A computer prog
ram employing this technique is designed so as to provide sprinkler ou
tflows and pressure head distributions along the lateral pipe. The res
ults from two numerical examples are compared with results obtained fr
om a widely used classical method. In some cases it is found that desi
gns are substantially different.