Dear sirs,
we are a consulting engineers firm specialized in large hydraulic works.
We use some of your software and we're giving a look to your river cad.
We're currently using hec geo-ras pre/post processors for modelling large river hydraulics.
Could you please tell us why should we move to river cad from our hec geo-ras ?
kind regards,
Antonio Pietrangeli
Studio Pietrangeli
www.pietrangeli.it