BeanAnimal
Premium Member
Glad to hear that it is up and running. It is also good that you have been able to see the fail-safe feature working!
<a href=showthread.php?s=&postid=14108395#post14108395 target=_blank>Originally posted</a> by vair
Thanks for the informative thread, I'll be incorporating your design into my 300+G. build I have under way.
I was wondering what you and others think the advantages and disadvantages of a intank weir compared to behind tank weir?
I think behind tank 'looks' better as you do not take up tank space. I'm more concerned about strength. My build will be about a 8 foot wide tank with close to a coast to coast overflow.
Do you think a rear mounted overflow box would add strength like euro bracing would? With a intank weir you would have the strength of the weir and could still ad eruo bracing if you wanted. So I guess my question is about tank strength; intank or behind tank is there a difference in tank strength? Other comments regarding the good and bad of each would also be appreciated.Thanks.
<a href=showthread.php?s=&postid=14108549#post14108549 target=_blank>Originally posted</a> by EnglishRebel
I don't want to answer for Bean but my tank manufacturer said that an external coast to coast overflow actually strengthens the tank. I guess it's like having extra Eurobracing.
I'm having a 60x30 built with a 48 rear external. I will have Eurobracing and they said that an external overflow made it stronger. I don't know why you can't have Eurobracing with and external.<a href=showthread.php?s=&postid=14108733#post14108733 target=_blank>Originally posted</a> by vair
interesting... with external the way I see it you cant' have Euro bracing? I would have assumed interior being stronger? Did your tank manufacturer mean it strengthens the tank more then a tank with out Eurobracing, or it is actually stronger Vs. interior coast to coast?
<a href=showthread.php?s=&postid=14109574#post14109574 target=_blank>Originally posted</a> by EnglishRebel
I don't know why you can't have Eurobracing with and external.
<a href=showthread.php?s=&postid=14091294#post14091294 target=_blank>Originally posted</a> by EnglishRebel
Bean
I have just ordered a 60Lx30Dx24H custom glass with an external 48L X 6D X 12H overflow on the back panel. I'm having the bottom of the overflow drilled for 6 1-1/2" bulkheads as I'm gong to have two sets of "PERFECT SILENT DRAIN SYSTEM". My question is twofold.
- Will having two sets of BeanAnimal overflows in the same box create any problems? The tanks not built yet so I have the option to get them to divide the box in two.
- I believe that you had 1" bulkheads and bushed the overflow pipes to fit. Was this done for a reason and will having the full 1-1/2" in my setup cause any problems?
[/list=1] Thanks
<a href=showthread.php?s=&postid=14092102#post14092102 target=_blank>Originally posted</a> by Kshack
A little help please.
I have a 250 gal tank with the overflow box and two drains just like you have. Currently have Durso type and basement sump. Bought new house and am in the middle of moving the tank. I can drill another hole for the three return system, but here is my current situation/ problem. Tank will be in theater room, and sump will be in room next to tank (large storage room). Idea is for return to go down under the floor, lateral either 10 or 15 feet (prefer the 15 foot side of the room) and then back up through floor to the sump located on the floor. I was thinking I would come into the sump with an open "T" to allow air to escape, but not sure how big I need the drain pipe to be (currently have 1.5 inch spaflex).
Will it work? Any thoughts would be appreciated.
Ken
<a href=showthread.php?s=&postid=14093937#post14093937 target=_blank>Originally posted</a> by oldsaltman
Bean, I had to tilt two of my drains slightly to handle space issues. (poor planing) Do you see any reason that that would matter?
I also had to scrape off some paint so I could see to level the overflow and get it siliconed in place.
<a href=showthread.php?s=&postid=14108395#post14108395 target=_blank>Originally posted</a> by vair
Thanks for the informative thread, I'll be incorporating your design into my 300+G. build I have under way.
I was wondering what you and others think the advantages and disadvantages of a intank weir compared to behind tank weir?
I think behind tank 'looks' better as you do not take up tank space. I'm more concerned about strength. My build will be about a 8 foot wide tank with close to a coast to coast overflow.
Do you think a rear mounted overflow box would add strength like euro bracing would? With a intank weir you would have the strength of the weir and could still ad eruo bracing if you wanted. So I guess my question is about tank strength; intank or behind tank is there a difference in tank strength? Other comments regarding the good and bad of each would also be appreciated.
Thanks.
<a href=showthread.php?s=&postid=14111987#post14111987 target=_blank>Originally posted</a> by BeanAnimal
What is your proposed flow? It is likely that (6) standpipes are not at all needed. Trying to balance multiple siphons may be tough. Multiple open channels should not be a problem, but each will add the possibility of the noise of falling water. When several objects make the same nearly silent sound, the additive nature of sound ensure that it is no longer silent
The 1.5" standpipe allows the open channel to flow more water quietly by allowing more air space and less change of gurgling or partial siphon. The larger the open channel diameter, the better.
The larger diameter Siphon and Emergency drains help to increase their capacity by lowering resistance.
Sorry but I don't see that. My tank is 60" long and the overflow is 48" long. However if the overflow were full length the cutout on the back panel would be less than 60" so there is room to attach it.<a href=showthread.php?s=&postid=14109634#post14109634 target=_blank>Originally posted</a> by vair
With a external, your back wall that the Eurobracing would attach to is now your weir, so you can't attach to that?
<a href=showthread.php?s=&postid=14114098#post14114098 target=_blank>Originally posted</a> by EnglishRebel
Bean
My main return pump is about 1900gph @ 0' (but my tank is 10' above the pump and I will divert some flow to the refugium) so say around 1200gph from the overflow. If having two systems is not a good idea and being the anal retentive person that I am (I'm afraid of overflowing the tank and flooding my house) should I then use three of the six holes for your type of overflow and leave the other three as triple emergency overflows (each set at a slightly higher level)? Or possible as inlets for a CL (or would that starve my sump)?
Thanks
<a href=showthread.php?s=&postid=14112077#post14112077 target=_blank>Originally posted</a> by BeanAnimal
You should be fine.
You are going to likely want to turn those valve handles around! They are going to be tough to manipulate in that position. You should also consider rigid support for ALL of the standpipes and CL pipes, as manipulating the valve can put tremendous torque on the bulkheads.