Posted Mon, 09 Sep 2013 18:07:35 GMT by Peter Kulchawik Civil Engineer / Hydrologist
I had to make an assumption that flow entering a node from a single link splits 50-50 to two links exiting the node.  Is there a way to do this in MIKE URBAN?
Posted Mon, 16 Sep 2013 14:55:09 GMT by Thomas Telegdy
As a quick answer, I would assume that you could replace the two outgoing links by two pump functions. If you use a Q-H curve, the pump capacity is only dependent on the water level in the node, which is the same for both pumps.

Of course you have to think about a reasonable pump capacity curve, but as the whole approach sounds rather conceptual, this shouldn't be a big problem.

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