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I have a storm drainage network in which various sizes of open and closed concrete channels connect to hdpe and grp pipes.
I have currently modelled the channels using the concrete box culvert part. This works for the closed channels as the wall thickness inserted is uniform all over. However, for the open channels, i need a better solution.
Is the only option to use the subassemblies?
If so, can these subassemblies be connected to the pipe network to function as a single pipe network?
