Spatial and temporal variation of infiltration rates make the management of
surface irrigation systems a very complex process. Surge irrigation presen
ts additional complications due to wetting and drying cycles and their effe
ct on infiltration, In this study we developed a model that incorporates fe
edback control for management of surge irrigation. The infiltration profile
at the completion of the advance phase is represented by a specialized pow
er function. A computer simulation using a range of inflow rates was evalua
ted to determine the constants in the power function. The model uses an ana
lytical solution to calculate the infiltration profile for the post-advance
phase. The infiltration rate during the post-advance phase is assumed to r
emain constant. The analytical solution to the kinematic wave formulation c
an simulate overlapping and nonoverlapping of surge waves which enhances th
e evaluation of surge irrigation performance. The model was verified using
field data and found adequate for field application with feedback-controlle
d surge irrigation.