A criterion for the time of opening of irrigation canal gates is developed
based on hydrodynamic principles. An analytical model of unsteady open-chan
nel flow is used to calculate the attenuation of small-amplitude surface tr
ansients. Wave attenuation is expressed in terms of a dimensionless paramet
er containing both steady and unsteady components. The developed criterion
is shown to be in agreement with actual field practice in the Imperial Vall
ey, Calif.