A new approach for the estimation and control of the quantity of water
applied in an irrigation is presented in which irrigation is stopped
when the wetting front reaches a critical depth, Z(L). An expression f
or calculating the critical depth Z(L) was developed. A major paramete
r in this expression is the velocity of advance of the wetting front,
V, which was shown to be directly related to the application rate, IR,
and inversely related to the initial soil water content, theta(i). A
depth probe (patent pending) was designed, constructed and tested for
the purpose of monitoring the position of the wetting front during inf
iltration and redistribution and for computing the value of V. Equatio
ns developed for relating the velocity of advance of the wetting front
to theta(i), as well as for estimating the value of the critical dept
h Z(L) were successfully tested under conditions of uniform distributi
on of the initial soil water content. An iterative learning process wh
ich utilizes the real time output from the depth probe during each irr
igation and is therefore capable of handling realistic field condition
s where nonuniformity is the rule is presented. The acquired informati
on is used to estimate a critical depth of the wetting front, Z(L), fo
r a planned final wetted depth, Z(F), during each irrigation. This pro
cess is incorporated in the depth probe and is used to stop irrigation
and thus control the quantity of water applied.