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Unread 10/19/2010, 05:20 PM   #1
snarkes
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1.5 inch PVC good enough to handle 180 drains?

Title says it all. I'm putting together a 180 gallon system with a sump in the basement. I have already run it thinking it would be fine, but my dad isnt so sure.

Basically, I was going to Tee the two drains together and then run them down to the sump (goes down five feet then back 20 and then down again).

Mistake? Or am I safe?

The return is 1.5 inch as well and I'm using a Reeflow Marlin (obviously valved back).


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Unread 10/19/2010, 05:39 PM   #2
isildursbane
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A 1.5-inch pipe can handle "a lot" of flow. Just keep going with what you have and see what happens when you turn the pump on. You say you have the Reeflow Marlin (obviously valved back), so basically I would say to crack the valve open when you turn it on and see how close to full open you can get without it overflowing. Or more simply, just adjust the valve and if it seems to operate properly with the flow you want it's probably fine. You can always rip it all out later and put in a 2-inch pipe, but I don't think you will have to.


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Unread 10/19/2010, 05:48 PM   #3
lordofthereef
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Unless you have a full siphon, teeing together the two pipes is going to drastically reduce your flow capacity (I guess it would either way, but what I am saying is without a full siphon you will be shocked at how low the flow capacity of the pipe is). At 25' headless you are looking at just under 1300 gph capacity on that pump. Depending on how much you valve it back, you might make it work.


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Unread 10/19/2010, 05:50 PM   #4
snarkes
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I mean I figured it would be okay... but now that its up there and Dad started questioning it, I got to wondering.


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Unread 10/19/2010, 05:53 PM   #5
lordofthereef
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It's a matter of how much you want to valve it back. You WILL be able to valve it back enough to make it work. Whether you are happy with how much you end up having to valve it back is another question.


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Unread 10/19/2010, 05:53 PM   #6
snarkes
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Quote:
Originally Posted by lordofthereef View Post
Unless you have a full siphon, teeing together the two pipes is going to drastically reduce your flow. At 25' headless you are looking at just under 1300 gph capacity on that pump. Depending on how much you valve it back, you might make it work.
Well, the overflows only handle 600 GPH, and at that rate they'd be pretty loud too (even with dursos).

I was hoping to get in the neighborhood of 1000 GPH total drain and then match that back up.

The pump is pressure rated and given the headloss I'm looking at (~17 feet considering elbows, horizontal and vertical runs), this pump is still supposed to do 1600 GPH.


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Unread 10/19/2010, 05:53 PM   #7
billdogg
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I have a 150 with 2 x 2" and 2 x 1" drains. It is way easier to have too much drain - it would be difficult to make them bigger after it is set up! I use a dart for my pump, and also feed my fuge and reactors with it. In either case, id you tee them together, you must upsize the rest of the drain to accommodate the flow.


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Unread 10/19/2010, 06:02 PM   #8
snarkes
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Ugh...

Well I thought I had since the tank comes with 2x1' drains... figured that 1.5 inch PVC would've handled it.


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Unread 10/19/2010, 06:07 PM   #9
lordofthereef
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Well the problem IMO is that you are planning on teeing them together. THAT is what is reducing your flow even more. I suppose I misread your post about the headloss. I just assumed you were looking at 25' loss.


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Unread 10/20/2010, 11:34 AM   #10
mgoblue
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You could always increase the pipe size from the tee to the sump to help accomodate the flow from the two separate 1-1/2" drains. That may be easier than re-plumbing the whole thing.


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Unread 10/20/2010, 09:18 PM   #11
snarkes
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Yeah... well... the plumbing is already run. I looked today and it wont be too bad to run another length of 1.5 for good measure.

Thanks for the opinions guys.


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Unread 10/20/2010, 09:36 PM   #12
lordofthereef
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Let us know how things turn out


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Unread 10/21/2010, 08:31 AM   #13
Chris27
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If you want to T the two drains, just use a larger diameter pipe after the T, 2" - 2 1/2" or so, that way there will be much less back pressure. As for the overflows, if they are the OEM corners, they may be rated at 600 Gal/Hr, but they flow more, I ran a Mag 9.5 wide open with 3'-4' of head loss and it flowed just fine. Also, you may actually be able to use that pump wide open, but in all reality, you should just plump it into a manifold so you can use it's power for things like skimmers, media reactors, fuge, RDSB, etc....


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