|February 22, 2013, 16:01||
water flow through long perforated pipe
Join Date: Sep 2010
Posts: 6Rep Power: 7
For water flowing through a long perforated pipe with a dead end, is it possible to simplify the model by using periodic conditions? I have two concerns: the transverse mass transfer through the perforated holes as well as the pipe dead end, which seem to violate the periodic assumption.
Your clarification/suggestion on the model setup is highly appreciated!
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