I'm trying to design a ported box, but I'm unsure on whether I'm thinking about this the right way, that is, the way you figure out the bracing_displacement.
(internal) dimensions 1 & 2 = box height & box width = 15 x 32 in
Vb = net volume: 3.0 (1.5 per sub) ft^3
Fb = tuning: 32 hz
Av = port area: 1.75 in wide x 15 in high = 26.25 in^2
plugging all this into
Lv = Av*1.84*10^8/[Vb*1728*(Fb/0.159)^2] - 0.823*sqrt(Av)
I get a port length of 18.786 inches.
The port will run along the right-most wall from top to bottom all the way to the back of the box, and then when it hits the back, just hit a left and basically the port is done with in just one change of direction. Just an L shape basically.
What I'm unsure about is is the area of the bracing for the port just
(port_length - port_width) * mdf_thickness????
(internal) dimensions 1 & 2 = box height & box width = 15 x 32 in
Vb = net volume: 3.0 (1.5 per sub) ft^3
Fb = tuning: 32 hz
Av = port area: 1.75 in wide x 15 in high = 26.25 in^2
plugging all this into
Lv = Av*1.84*10^8/[Vb*1728*(Fb/0.159)^2] - 0.823*sqrt(Av)
I get a port length of 18.786 inches.
The port will run along the right-most wall from top to bottom all the way to the back of the box, and then when it hits the back, just hit a left and basically the port is done with in just one change of direction. Just an L shape basically.
What I'm unsure about is is the area of the bracing for the port just
(port_length - port_width) * mdf_thickness????
