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Storm attenuation tanks in SEWERGEMS

Hello,

My name is Vicente and I´m designing a tunnel drainage network with SEWERGEMS. It´s made up of manholes and pipes but the problem comes when I need to simulate a storm attenuation tank. The pipe entering the tank is placed in the upper part of it and the pipe leaving the tank is placed in the lower part. This attenuation tank is connected to the wet-well which invert is lower than the invert of the tank, through another pipe.

How could I do it?

Thank you very much