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Hi, I am doing my thesis and I have the same problem. In my case I am doing a study of the irrigation system of a golf course, formed by almost 50 closed pipe rings (or loops) that distribute the water and divide the pressure loss by 2.
When I use the system inspector, at least the section that complete the loop has 0 L/s of flow. Is there any solution for this bidirectional flow needs?
I try to attach some schemes.