latazyo
New member
since my tank is now empty, I figured now would be as good a time as any to add any holes that may need to be added
since I have my mag 12 cut back to about 50% I thought maybe I could add an additional drain
here is where the current hole is
I have already determined that there is not enough room to drill another hole on the bottom, so the other option would be to drill the back of the tank inside the overflow box
here is a graphic, the current setup is all in green and the new setup would be the red portion...I dont have enough room in my overflow box for an additional durso, so this would have to be a straight hole drain....
according to the RC calculator, at 1200 gph (which my pump would make at maximum capacity at 0' head, so in real life it is actually less) I would need 18 linear inches of overflow and 1.43" of drain diameter (1.6 sq inches of cross sectional area)
I have 18 5/8" of linear overflow space and dual 1" drains (1.57 sq inches of cross sectional area)
so I would be long on the overflow and short .03 sq inches on the drain size
this should work, even though the drains are at different heights...wouldnt the bottom (red) drain do all it can and eventually be overwhelmed, so the water level will rise and be taken care of by the existing durso (green)?
since I have my mag 12 cut back to about 50% I thought maybe I could add an additional drain
here is where the current hole is
I have already determined that there is not enough room to drill another hole on the bottom, so the other option would be to drill the back of the tank inside the overflow box
here is a graphic, the current setup is all in green and the new setup would be the red portion...I dont have enough room in my overflow box for an additional durso, so this would have to be a straight hole drain....
according to the RC calculator, at 1200 gph (which my pump would make at maximum capacity at 0' head, so in real life it is actually less) I would need 18 linear inches of overflow and 1.43" of drain diameter (1.6 sq inches of cross sectional area)
I have 18 5/8" of linear overflow space and dual 1" drains (1.57 sq inches of cross sectional area)
so I would be long on the overflow and short .03 sq inches on the drain size
this should work, even though the drains are at different heights...wouldnt the bottom (red) drain do all it can and eventually be overwhelmed, so the water level will rise and be taken care of by the existing durso (green)?