There is a difference - on an external overflow the bulkhead occurs AFTER the tee, not before. With Bean's original design, there is a vertical bulkhead, where the restriction (the 1") occurs prior to the T. In an external, there is a horizontal bulkhead, that the drop pipe comes up through, and the tee is inside the box, not outside.
No. The 1" bulkhead turns the whole thing into a 1" drain. As it does in Bean's system. The pipe size (1.25" and 1.5") merely reduces the friction loss, it will flow more at a given drop, than it would using 1" pipe--because there is less friction loss. At any rate a 1" bulkhead will *not* flow more than 1660 gph with a 24" drop, if you use 1.5" pipe--or 10" pipe. Don't see why that is so hard to understand, and don't see what you are hoping to accomplish with the 1.5" bulkhead. You could use 1" pipe for the elbow and tee, (sanitary tee is not necessary) go through a 1" bulkhead, and the rest of the drop 1", (with a 24" drop) and hit 1200 gph. (--better if the drop is longer) The 1.25" and 1.5" pipe minimize the friction loss, and allow the drain to flow a bit more.So yes, Bean went for a 1.25" > 1" > 1.5"
But an External would be
1.25" > 1.5"
. . . . . . |
. . . . . . V
. . . . . . 1.5"
Where the Bold/Italic is the bulkhead. (hopefully my formatting here works)
I don't understand why you would want to restrict the flow after tee in this manner. It would basically turn then 1.5" drop in the original design into a 1"
pipe.
The 1" bulkhead turns the whole thing into a 1" drain. As it does in Bean's system.
The 1.25" and 1.5" pipe minimize the friction loss, and allow the drain to flow a bit more.
Hi Bean:
Can you help me with my set up, I really like your Overflow Method !!!!
I have a 65 Gallons Rimless Tank ( 36" L x 18" D x 24" H )
I have drilled 3 Holes ( 3.75" from the Top edge of the tank to the center of the Hole )
I make a Glass Overflow Box (3 sides) 17" L x 4" D x 5.5' H
I use 1" Bulkhead, 1" Pipe
I ues Eheim 1262 Return Pump
I have the following question:
(1) Where do I install the Overflow Box ? in order to make the water level like 1" near the Top edge of the tank ? any other recommendation for the water level ? too high ?
Thanks !
Top edge of the weir, ~1.25" down from the top of the glass. Depending on flow rate, length of the weir, etc, the water level behind the weir could be .25" above the weir. (more or less.) I run my rimless tanks with the water ~1" down from the top edge of the glass. That may be too close for comfort for some however.
Just for fun, there are far better pumps than the Eheim, and the mag drives for that matter.
My question is, if you put a 1" elbow, it turns the whole thing into a 1" drain also, yes?
That's why I was thinking the 1.5" bulkhead.
- It makes it a more simple connection. Pipe up, through the bulkhead and into the T.
- It leaves a 1.5" hole, and make it simple to increase flow above that 1" restriction in the future, by just removing the reducer to 1", and replacing it with a 1.5" elbow
- It keeps the restriction near the beginining (most like the original design), which I would think would help avoid starting issues
- the 1.5" bulkhead keeps that friction loss on the drop as high as possible
Does anybody know:
(1) what's the different between:
1" Bulkhead 1" Pipe & 1" Bulkhead & 1.5" Pipe
(2) where I can buy the John Guest Airline fitting ? Homedepot ? Lowes ? or something else instead ?
Thanks !
2.75' to the edge of the hole, as you have drawn, would be 3.625" to the hole center which is in between the two figures I gave. (3.25" - 4.25".) 2.75" to the center of the hole, would place your dry emergency inlet above the top of the overflow weir...
The original recommendation, concerning the starting issue you are trying to prevent by lowering the siphon, was raising the open channel ~ 1/2" give or take.....
I just ordered a new AGE 300g tank with 4-holes for 1.5" bulkheads. I had thought about doing 2 returns one for refugium and one for main drain. It will have a coast to coast external overflow and I plan on running a reeflo dart return pump. Will the 1.5" pipe be sufficient for 1500gph flow?
1.5" holes or 1.5" bulkheads?
Sorry, didn't realize how unclear the question was originally. Should I run 1.5" pipe throughout the system to the sump or should I stick with adapting it to 1" as the design calls out? I think I've changed my mind to tap off the return for the refugium, but if I ever need more flow I could always connect the 4th pipe and run that to the refugium as dual returns.