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inlay structure or culvert?
Hello everybody.
I have to model an inlay structure (sort of) and I need to split the main river channel into two disctinct flows, like having a concrete wall in the middle of the main channel.
that's needed in order to have one channel (made of concrete as well on the left) and a by-pass channel (on the right) the latter will work just in case there's exceeding flow.
then my question is how to model the structure? using a culvert modeling or an inlay structure? because I really need it to be two separate channels (though in the main river channel and not two separate reaches with junctions and such);
the inlay structure I tried to use doesn't seem to work as I wanted.
Thanks in advance for any help and sorry for my bad english but it's not my native language.
Giulia
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