I am confused to understand about attached example
with CXT-fit "Fig7.9a: Tritium effluent from Glendale clay loam (exp3-1, van Genuchten)"where they used the "pulse input at application T" plus they put "application time"i.e. 3.104 but in leachate they got conc. starting from 0.5 time, although initial conc. was zero.
" I was thinking it as the time upto which they applied water after alone pulse input?
Can you explain the "application time" in boundry value problem i.e. 3.104? in example 7.9a
I applied Br- as tracer in field study with 1st irrigation and then got leachate upto 1 year at sebsequent irrigations after Br application at 1 m depth. What will be "application time" in BVP (boundry value problem" here?
A discussion forum for STANMOD users. STudio of ANalytical MODels is a software package for evaluating solute transport in porous media using analytical solutions of the convection-dispersion solute transport equation.
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