Hi there,
After Stuart has pointed me to those (very useful) links :
http://www.johnlsayers.com/HR/index1.htm
http://www.sae.edu/reference_material/a ... encies.htm
... I understand the Heimholz principle behind those designs and would like to know
- if the Q is calculable (not present in the Excel sheet)
- what depth from the wall should be entered in the table in the case of a corner slat wall.
Thanks!
Slat wall / slat resonator : calculating Q+corner wall depth
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