Dear all,

I am thinking of developing a simple hydrologic model to route flow on
pervious surface, for this I need to couple the KW equation with the
Green and Ampt equation (or any other infiltration model). I don`t know
where to start, but I am sure there are hydrologic models which use
these approach for flow routing.
If anybody has a literature on this area or an existing code so that I
can make my own modification and use it, or if I am going to start from
scratch I appreciate your ideas.
My problem is I am not good in programming and struggling to lean new
programming language.

Hope you will forward me some ideas

Waiting your reply