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  #21  
Old 12-18-2008, 01:57 PM
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I am going to side with Canadian on this one, a single overflow will be more efficient, but in the design above it won't. for a single overflow to outperform two it has to be larger, this is why the coast to coast works so good. I would recommend going with one large one in the middle, maybe 24" wide by 3" deep. or how ever deep enough you need to get your bulkheads in. If you can go even wider.

Also we shoot ourselves in the foot when we make overflows because we put teeth in them. this allows water flow from below the surface to enter the overflow.

My last tank I think I did about 5 different overflow designs over the years and the one I was most happy with was an acrylic overflow box with no teeth, just a smoothed out rounded edge. this combined with a large linear distance will cause a very thin film of water to flow over the edge. I think in my 94 I had 1500gph overflowing at a water thickness of less than 1 mm.

Steve
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Last edited by StirCrazy; 12-18-2008 at 02:29 PM.
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  #22  
Old 12-18-2008, 02:22 PM
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I guess we could all agree that there is more then one way to do things, I just have to sit down go over all of my options and come to a decision on what works best for my situation.

I don't have much room behind the tank so the less pluming I have to go over top the better. There was a screw up when the cabinetry was installed and the tank ended up being 4" closer to the wall then I wanted.

I'm not sure a center over flow would work. I believe the bracing on my stand might get in the way, and to modify the stand I need to remove the countertops, crown & riser , hutches plus a stub wall in the basement to get the stand out to the garage. I'm not grinding and welding in the basement!

Ahh screw it, where's my 10 galon tank I'll set that up!
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  #23  
Old 12-18-2008, 02:23 PM
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Quote:
Originally Posted by StirCrazy View Post
I am going to side with sphelps on this one, a single overflow will be more efficient, but in the design above it won't. for a single overflow to outperform two it has to be larger, this is why the coast to coast works so good. I would recommend going with one large one in the middle, maybe 24" wide by 3" deep. or how ever deep enough you need to get your bulkheads in. If you can go even wider.

Also we shoot ourselves in the foot when we make overflows because we put teeth in them. this allows water flow from below the surface to enter the overflow.

My last tank I think I did about 5 different overflow designs over the years and the one I was most happy with was an acrylic overflow box with no teeth, just a smoothed out rounded edge. this combined with a large linear distance will cause a very thin film of water to flow over the edge. I think in my 94 I had 1500gph overflowing at a water thickness of less than 1 mm.

Steve
I don't know what part of sphelp's points you agree with Steve when you say:

Quote:
for a single overflow to outperform two it has to be larger, this is why the coast to coast works so good
because sphelps is contending that a larger overflow would decrease the suction of the overflow and make it less efficient.
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Last edited by Canadian; 12-18-2008 at 02:29 PM.
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  #24  
Old 12-18-2008, 02:29 PM
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Quote:
Originally Posted by Canadian View Post
I don't know what part of sphelp's points you agree with Steve, but



sphelps is contending that a larger overflow would decrease the suction of the overflow and make it less efficient.
sorry, typed the wrong name LOL
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  #25  
Old 12-18-2008, 02:38 PM
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Quote:
Originally Posted by Canadian View Post
because sphelps is contending that a larger overflow would decrease the suction of the overflow and make it less efficient.
Not necessarily, I'm saying the size of the overflow is more dependent on the flow rate than anything else and that bigger isn't always better. Practical experience and results, including your own example, shows overflows work better when properly sized and if the overflow is too large for the flow rate you may end up with surface scum build up.

With a longer rectangular tank i think you're better off with a single overflow on one side and return on the opposite. This way you're pushing the general flow towards the overflow and not away from it and filtered water has to travel the full length of the tank before it can be skimmed off again. It just makes more sense to me.
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  #26  
Old 12-18-2008, 02:43 PM
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No, in my example I would contend that while 3" is adequately sized to accommodate the flow rate, even at 4" the majority of the water flowing over the overflow is coming from beneath the water's surface and I would benefit from an even longer overflow to improve the efficiency of protein-laden water being drawn off the surface.
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  #27  
Old 12-18-2008, 02:44 PM
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could easily build a Coast to Coast internal, and drain through the bottom of the tank (OF Tee shaped, think 2x4 on the flat sitting on a 4x4 post, or even the vertical box to one side, with your standpipe, assuming Herbie, in the 4x4 section).

RC has a calculator that gives weir length for flow. Not sure the reasoning but will give a water height of about 1/4" above the weir with the rated flow.
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  #28  
Old 12-18-2008, 03:16 PM
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Generally the extreme of any case proves the point.

Canadian your right that you don't want a overflow that's too small. If I have a flow rate of 3000 gph and a 3" linear overflow I'll be sucking a lot of water from under the surface and potentially not getting a lot of surface skimming.

sphelps you're also right that you don't want and overflow that's too big. If I have a flow rate of 1 gph and a 10" linear overflow the surface of the tank will get build up like crazy.

To small or too big can be bad but like sphelps said I'd rather error on the side of being too small and sucking out water from below the surface then have one that's too big and have some nasty surface buildup.

It all depends on how much flow you have coming from the sump. Some people prefer power heads for the majority of flow so the sump return pump is pretty small in which case you wouldn't want a really big overflow.
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  #29  
Old 12-18-2008, 06:24 PM
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Thanks for all the adivce and the lessons in fluid dynamics I think we have the design wrapped up.
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