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More FAQs about Plumbing Closed-Loop Return Manifold Plumbing Issues

Related Articles: Plumbing Return Manifolds, Plumbing Marine Systems, Refugiums

Related FAQs: Closed Loop Recirculation 1, Closed Loop Recirculation 2, Closed Loop Recirculation 3, & FAQs on: Rationale, Designs, Pumps, Troubleshooting/Repair, &  Marine Plumbing 1, Marine Plumbing 2, Marine Plumbing 3Marine Plumbing 4, Marine Plumbing 5, Marine Plumbing 6, Plumbing 7, Plumbing 8, Plumbing 9, Plumbing 11, Plumbing 12, Plumbing 13, Plumbing 14, Plumbing 15Plumbing 16, Plumbing 17, Plumbing 18, Make Up Water Systems, Pumps, Plumbing, Circulation, Sumps, RefugiumsMarine Circulation 2, Gear Selection for Circulation, Pump ProblemsFish-Only Marine Set-ups, Fish-Only Marine Systems 2, FOWLR/Fish and Invertebrate Systems, Reef Systems, Coldwater Systems, Small Systems, Large SystemsWater ChangesSurge Devices

http://melevsreef.com/closedloop.html

New Tank Flow Problem…Powering The Return Manifold – 04/05/08
Dear WWM Crew,
<<Morning, Scott>>
I am setting up a new 90 gallon reef tank and installed a Calfo Manifold, which I think will work great.
<<If configured correctly, yes…I would agree>>
I love the clean design of the manifold.
<<Me too…solves the issues of powerheads in the display. Although it’s not suited to “every” application (e.g. – some living-area installations where a big/powerful pump might be too noisy)>>
The problem is I am using an Eheim 1262 pump as the return and am getting pretty weak flow out of the manifold.
<<Mmm, yes… These are wonderful pumps (and wonderfully quiet!), but after headloss I imagine you have little more flow than that need to power no more than a couple ½” nozzles effectively>>
Obviously, the pump is too small.
<<Agreed…and would help me greatly to know the size and number of output nozzles on your manifold. A good general rule-of-thumb is to allow 350+gph for each ½” nozzle, or 650+gph for each ¾” nozzle>>
I'm considering switching to a larger Mag-Drive, but I saw comment in a FAQ about using 2 return pumps.
<<Hmm…plumbed in what manner, I wonder?>>
I could add a second Eheim to the sump, but am not sure how to approach the plumbing into the manifold.
<<Plumbing the pumps in “series” might be the best configuration to reduce the likelihood of working the pumps against each other, though I think you will still lose some efficiency. I think you would be better off simply acquiring a larger pump suited to your needs/the requirements of the return manifold>>
This is the point where I could use some expert advice from the Crew.
<<My advice is use “one pump” of sufficient size, based on the guidelines for flow I have provided>>
Should I just go to the larger Mag-Drive, or add a second Eheim to the mix and plumb it into the same return line as the other Eheim?
<<The first option>>
How many GPH do you recommend to get adequate flow from the manifold so I can be forever free of power heads?
<<As I indicated above, you need to provide more info for me to make a recommendation here>>
This being a new tank, I really want to get it right before starting to add stock.
Thanks much for your help,
Scott
<<Happy to assist, Scott…and do write back with the specs of your project for further discussion if you wish. EricR>>

Re: New Tank Flow Problem...Powering The Return Manifold - 04/06/08
Thanks much, Eric.
<<Welcome, Scott>>
I have 4-1/2" nozzles fitted with Loc-line fittings with valves to adjust the flow as needed.
<<Ah, okay…then you need a pump that will provide at least 1400gph, after headloss. I recommend getting something in the 2400gph range and installing a gate-valve on the output side to adjust flow if needed. Better to go bigger than you need and temper the flow than to go too small. Besides, you will be glad to have the extra power once the plumbing lines coat with organic matter…you can simply increase flow with the valve to compensate>>
The output from the pump is 3/4" feeding into 1/2" line for the manifold. I am also bleeding off some of the main pump flow into a refugium.
<<Mmm…all the more reason for a larger pump>>
I'm thinking to pursue a Mag-Drive 18 pump, which produces 1,375 GPH at 4' head (according to the manufacturer).
<<Too small…I think you will be disappointed in the performance of the manifold with this pump>>
I think the Mag-Drive 24 might be overkill, but I would hate to under-buy AGAIN!
<<Indeed>>
I also have to be careful of overwhelming the overflow (single 1 1/2" drain).
<<Ah well…this “is” your limiting factor. The single 1.5” drain means your flow is restricted to a mere 700gph…not nearly enough to power the return manifold. To make this work, you will need to plumb the manifold as a “closed-loop” rather than an open-loop through the sump>>
I also looked at the Ocean Runner 6500 (1700 GPH) based on some posts in FAQ's. I'm not as familiar with these pumps.
<<A very good brand of pump, in my opinion…and preferred over the Mag-Drive but for the size limitation>>
Of the two, what would be your preference?
<<As stated…you will need to go with the larger Mag-Drive, and plumb the manifold as a closed-loop>>
Thanks,
Scott
<<Happy to help…if you have more questions re the closed-loop, you know where to find me. Eric Russell>>

Plumbing A Closed-Loop Manifold In A 90 Gallon Acrylic Show Tank – 01/28/08
Hello Crew,
<<Howdy Mark!>>
I need some suggestions regarding the installation of a closed-loop manifold.
<<Okay>>
Have read for hours looking for a similar question but didn't find one. I have a 90 gal acrylic show tank with a center overflow. The tank is not set up yet and is going to be totally enclosed in custom cabinets (like an entertainment center) with a flipper door in front for access to the top of the tank.
<<I see…sounds nice>>
I'm going to drill the back several inches below the water line for a 1.5" bulkhead w/suction strainer to feed a MAG 18. I'm using a 1.5" bulkhead instead of 1" in case I want more flow later, but will reduce the size to 1" for the inlet of the MAG 18.
<<Sounds fine>>
I plan on using the existing predrilled .75” bulkhead to return water from the MAG 18 back through the overflow into my closed-loop.
<<I think you will likely find this will reduce the output of “this” pump somewhat>>
I want to connect the closed-loop with the return line via a short section of flexible clear tubing since the manifold will sit higher in the tank than the return hole in the front of the overflow.
<<Understood…but do consider using something opaque rather than clear, so algae will be less likely to accumulate in the line>>
I have 6, half-inch lock-line nozzles to use in the manifold, connected to .75" PVC pipe.
<<Too many… You need to figure “at least” 350 gph per ½” nozzle to get any kind of useful flow. Even with no headloss, this pump comes up shy on the flow rate for this many nozzles>>
The problem I have is with the "show" tank. There are only two openings in the top of the tank in which to get my loop into the tank. I will not be able to pre-build/glue the PVC manifold outside the tank and then place it inside. It simply would not fit through either opening. I don't like the idea of having to glue the PVC while it's inside the tank, to risky.
<<Mmm, yes…good chance for marring the acrylic>>
I don't want to spill/splatter/drip solvent on the acrylic walls.
<<Indeed>>
My question is, how have others gotten around this?
<<When I installed my in-wall 375g acrylic reef display tank I originally built and installed a closed-loop manifold for it (later removed once I figured out a pump large enough to “power” it was just too noisy for the location). The way I got around the restrictiveness of the acrylic design (wide aprons/top bracing) was to lay the manifold atop the tank with the nozzles protruding down through holes drilled in the apron/bracing for this purpose>>
I don't like the fact that if I put the manifold inside and glue it, I can't get it out of the tank without cutting it and I don't want to use unions because they would be visible.
<<Agreed…best to keep the manifold on the outside of the tank>>
I'm trying to keep the manifold out of sight as much as possible.
<<Placing the manifold on top of the tank means only the nozzles will be visible within>>
My other question is how to support the plumbing in a tank without a plastic lip running around it as with a glass tank. I'm not really keen on drilling holes in the top to install zip ties. I had a thought of making some acrylic brackets to glue inside the top, but had the same concerns about dripping, splattering, etc. Is there a more, less permanent, way to install a closed-loop in a tank like this?
<<Yes…with the return manifold supported on top as explained>>
Do you simply just not glue all of the joints?
<<No…should one come apart, think of the mess…>>
Another question.
<<Okay>>
I think I know the answer.
<<Oh?>>
Can I run my MAG 7 from the sump back into the same return line as the MAG 18, or should I drill another hole in the back of the tank to return the sump water separately.
<<Best to keep these separate…you don’t want these pumps “fighting” each other…maintenance of either also becomes more problematical/requires “both” systems to be down>>
I'm cringing about drilling holes in a new tank!
<<Understandable…it also voids your warranty>>
My gut tells me they need to be separated so the pumps don't fight each other.
<<bingo>>
The sump is fed from a 1.5" drain in the overflow. I'm drilling the stock 1" drain out to 1.5" per your suggestions and installing a stand pipe for noise reduction.
<<Ah, excellent>>
Thanks for a great resource, and thanks for all the great ideas!
Mark
<<Do let me know if you need more clarification re the return manifold “atop” the tank or anything else stated. Good luck with your project, Eric Russell>>

Re: Plumbing A Closed-Loop Manifold In A 90 Gallon Acrylic Show Tank - 01/31/08
Eric,
<<Hello Mark>>
Thanks for the ideas and input.
<<Quite welcome>>
I was calculating my 1/2" nozzles at 300gpm based on 1800gpm at the pump.
<<I see…but this does not allow for headloss. I can only speculate without knowing the specifics of your whole plumbing design, but you can probably figure on losing at least a third of the pumps rated capacity due to friction and gravity…all greatly related to the length and height of the runs. At best, this limits you to four ½” nozzles with the pump you have selected (MagDrive18)>>
Have seen the range of 300-350 per outlet for this size posted.
<<Indeed…but better to lean towards the high-side when possible>>
I was on the low side...should probably drop back to 4 nozzles to get more velocity at the outlets
<<Yes…and even then, you will likely still be on the low-side>>
...was thinking that if I had more outlets around such a short tank (48x18x24) that sacrificing a little velocity for more outlets would generate more turbidity with the streams being aimed at/across each other.
<<Just doesn’t work that way I’m afraid…the loss of flow/velocity of even “one too many nozzles” is tremendous. But… You needn’t just take my word for it. Install as many nozzles as you want or think you might need for a later pump upgrade and see how the –loop performs with your current pump…you can always “cap” nozzles as needed to obtain the necessary velocity…and having “extras” will allow for future adjustments as the corals grow>>
I like the idea of having the manifold around the top...had thought of that but also thought that it may be susceptible to salt creep and ruled it out.
<<EVERYTHING is susceptible to salt-creep my friend [grin]. But it won’t be all that bad, really…and beats having the entire return manifold exposed within the tank>>
To keep that from happening I guess you could use 1/2" bulkheads in four spots
<<Hmm, a very interesting thought… But one problem I see with this is how to “attach” the –loop to the bulkheads. The nozzles could be friction-fit to the bulkheads on the inside of the tank, but the manifold atop the tank would need something more secure. You could solvent-weld the manifold in place but then it can’t be easily removed/moved out of the way if/when needed. You could install unions…but this would likely raise-up the manifold to the extent it becomes a pain to access the tank. If you truly want a “seal” around the nozzles where they extend through the top, look in to flex tank adapters, also called Uniseals. These come in various sizes to fit common PVC pipe diameters and are installed as a “push fit.” Once you install the Uniseal and insert the pipe you have a watertight seal>>
.....but then again drilling the tank close to the edge isn't a good practice either.
<<No need to get up next to the edge…drill the holes midway between the tank edge and the edge of the top perimeter brace and you should be fine>>
So...I'll give....how'd you do it?
<<I drilled through the top perimeter brace of the tank for each nozzle…a little more than an inch in from the tank sides>>
Pump literature says to use 1 1/2" plumbing at the outlet of the pump. Could reduce 1 1/2" into 1" around the top and then reduce to 1/2" at each outlet. Would be less loss at the pump...but seems a bit big?
<<Agreed…I would go ahead and use ¾” pipe for the manifold with the ½” nozzles, and size pump as necessary>>
Was originally planning on 3/4" around the top and then 1/2" at outlets.
<<Works for me!>>
Thanks again,
Mark
<<A pleasure to share. Eric Russell>>

R2: Plumbing A Closed-Loop Manifold In A 90 Gallon Acrylic Show Tank - 01/31/08
Thanks Eric,
<<Welcome Mark>>
I'll look into the Uniseal concept.
<<Good deal>>
Did you just drill holes big enough for the outlet of a tee to pass through the top and leave it unsealed or did you fasten the plumbing to the hole somehow?
<<Just the hole… The weight of the manifold holds it in place quite well… And splashing/salt creep was not much of an issue at all>>
What would be cool is if you could get a 90 street ell with a bulkhead nut. You can get these for hydraulic apps to go through panels and such with hoses...not sure they do that for PVC....never seen it anyway
<<Neither have I>>
...but then again I didn't know about the Uniseal either.
<<Wonderful devices… Some of the high-end skimmer manufacturers use these in their skimmer construction>>
Maybe we could make them...business opportunity!
<<Would think it would be a simple matter to cement the PVC street-ell to the nut>>
What would really be neat is making a chamber in the top of the tank that provides a pre-fabricated manifold into the top piece prior to assembly to the walls. It would add a few inches of height to the tank but if you keep the overflows below it you'd never see it.
<<An interesting idea/concept/design>>
Would have to increase the height of the canopy to cover it...but that’s easy.
<<Indeed>>
As far as losses go, there shouldn't be a tremendous amount of head loss...at least not like there is returning from a sump. With the suction side flooded from water near the top...the delta Z in old Bernoulli's equation isn't but a few inches from the suction side to the manifold height...i.e. the water is falling about as far as the pump has to return it.
This loss should be negligible. All you're left with is a few feet of head from frictional losses maybe, 3 to 4' max the Mag 18 should do about 1300gpm which for 4 nozzles gives you 325gpm worst case. Sound logical?
<<Mmm, yes…and about as much as I would expect from this pump “returning from a sump.” I’ll admit I don’t have a good grasp of Bernoulli’s equation (What I have read seems to calculate the “power” of a pump/flow based on height, distance of fall, initial velocity, etc.), but the pump must still overcome gravity and mass to push the water back to the tank>>
Should I just put the nozzles in all 4 corners?
Mark
<<This is how I would do it…it will provide the most function/flexibility while being the least obtrusive configuration. EricR>>

Plumbing A Closed-Loop Manifold – 01/15/08
Hi Crew,
<<Hello Jim>>
I've been reading Anthony's page about a closed-loop return manifold, and I am planning to build one.
<<Neat... Can be quite useful>>
I just had a couple quick questions after reading the article.
<<Okay>>
First: I have a Perfecto 150H "Reef Ready," which is woefully inadequate, as Anthony said. It had one overflow, with a 1.25 inch drain and a 1" return.
<<Hmm…but still, better than those “other” reef-ready with 1” drains and ¾” returns that abound>>
Warns to run no more than 600 GPH.
<<I’m impressed…most would state about double this…though I’m inclined to say something closer to 500gph would be prudent>>
Well, I slightly widened the slots in the outer wall, and slightly lowered the top of the inner wall, and drilled another air hole in the elbow at the top of the drain, and I think I am draining closer to 700GPH, but that's maxed.
<<Really? But at what cost (noise/bubbles)? Do perform a test to confirm to confirm (time the filling of a vessel of known volume)…I would be interested in your findings>>
Since I am planning a manifold return, and am setting up a DIY recirculating skimmer, which I would love to simply gravity feed, is there some particular reason why it would be a bad idea to cut the top off the return, maybe 1.5-2 inches below the opening on the main return, and use it as a bubble-free drain for the skimmer (with a valve)?
<<You mean as in having the tank drain flow directly in to the skimmer? Nope, I don’t think this is a bad idea at all…assuming the skimmer is designed for such>>
Second: I am planning a complete loop around the top of the tank, as suggested. I was planning to include 9 tees--four across the back, one at each end, and three across the front. I was planning to use 1/2" PVC or even CPVC to extend two of the tees down behind the rockwork, where elbows could be used to direct some water around inside to clear out detritus.
<<Mmm, I don’t think this will work as desired. The resistance/backpressure from the water in the pipe extended below the waterline will render the flow all but useless at these two nozzles. If you wish to do this, the two “submerged” nozzles will need to be isolated from the rest of the loop and provided with their own pump>>
I was going to use loc-line on the remaining seven, with flat flares on the rear two and round nozzles on the sides and front. Is there any reason not to do the "down behind the rockwork" thing?
<<Only for the reason stated…but can surely be done as a “separate” closed-loop>>
Is 7 nozzles too many?
<<Seven nozzles are fine…though the efficacy of this closed-loop will depend on the size of the pump employed. ½” nozzles will require a pump capable of providing at least 350pgh “per nozzle” after headloss. ¾” nozzles will require at least 650gph per nozzle after headloss>>
Would 1/2" loc-line be adequate, or would I need to use 3/4" (1/2" is so much cheaper, but I don't want to invest so much time and effort and go too cheap on the nozzles)?
<<1/2” will be fine…>>
I am using a submersible pump rated for 1300 gallons, which I figure should be pumping 900-1000 gallons when I am done.
<<Mmm, that means no more than about two ½” nozzles on the loop else flow will be “feeble” at best. To provide adequate flow volume to seven ½” nozzles, you will need to start with a pump in the 3000gph range…maybe larger, depending on its power/susceptibility to headloss>>
Thanks so much!
Jim
<<Happy to assist. EricR>>


Re: Plumbing A Closed-Loop Manifold – 01/15/08
Hi Eric,
<<Hey Jim!>>
I also like the idea of gravity feeding the skimmer directly off the tank; my specific question was: is there any reason it's not a good idea to chop the top off the "return" and use it as a drain?
<<Ah! Sorry mate…didn’t “get it” the first time. And to answer your question…no reason at all “not” to do as you describe. Of course, I’m sure you understand this means you will have to fashion some type of “over the top” return from the pump>>
As for number of nozzles, ½” should have 350GPH each?
<<Afraid so…if you wish to have any kind of force/useful flow from the nozzles>>
Because I was planning to run this manifold using the return off my sump, but I know there is no way I will get much over 1000GPH input, even using both bulkheads for drains, and I don't have any additional drains right now.
<<Mmm, yes…and do understand, a “return manifold” does NOT constitute a closed-loop when fed from an open sump return pump (the word “closed” is quite definitive here). This changes things greatly as you are no longer limited by the size of the return pump, but rather by the size/capacity of the drains leading to the sump. In your case, if you use both throughputs (1.25” & 1”), you will be limited to something in the 800gph range after headloss…meaning two ½” nozzles on the manifold, at best>>
I guess I could set this up as a separate closed loop, isolated from the sump return?
<<To be a “true” closed-loop, yes…and to get the flow you want, definitely>>
How would I plumb the intake?
<<Best done through the side/back of the tank. It can be placed as “deep” as you like, though you should keep access for maintenance/clearing blockages in mind before burying it at the base of the live rock>>
The tank is already running, and I am too scared to drill it anyway (took three years of saving my pennies to get it).
<<Pity…is easier than many folks think (and only requires a “partial” drain of the tank)…but I do understand your hesitation re>>
An overflow (or several, more likely)?
<<Theoretically, a feed to the closed-loop pump via a siphon overflow “is” possible (plumb the pump directly to the bottom of the external box), but finding one suitable for the typically high flow rates involved will be a challenge for sure. Perhaps a DIY rig spanning the length of the tank back and fed by a dozen or so 1” siphon tubes (number depending on pump flow rate) spread along that length…but, this would have the potential to be very unsightly from within the tank…and probably a maintenance nightmare to keep all the tubes running>>
Thanks again.
<<Hope this proves helpful…do let me know if you want to discuss other options. I will state that for tanks of this size and somewhat larger, requiring several to even a couple tens of thousands of gallons-per-hour water flow…nothing beats Tunze Stream pumps for high-flow efficiency, power savings, simplicity of installation, and quietness of operation…in my humble opinion. Regards, Eric Russell>>

Closed-Loop questions 1/11/08
Crew,
<Joe>
I am currently in the process of setting up a 210 gallon AGA tank. I want to drill the tank for two different closed loop systems. The first will be a spray bar along the bottom of the tank that the live rock will be built up around. (was thinking that I will run this in 3/4" PVC with a flow of about 1500gph or so)
<I would make it 1” pvc for this flow.>
This will keep the rock from building up wastes. The second will be a system of Anthony Calfo's design around the top of the tank. (was thinking that I will run the manifold in 1" PVC with 1/2" nozzles, or should I go with 3/4" nozzles?)
<Depends on the number of output desired. For 3500 gph I would go with five ¾” or eight to nine ½” outputs.>
(If I go with 1/2" I am figuring about 10 nozzles for a flow of about 3500gph, 350 per nozzle) That said, my questions are these; can I run both loops off of the same pump?
<Yes, with the amount of outputs a very large pump.>
I would much rather purchase one pump than two since they are not cheap. I was thinking about running both loops off of a Sequence Hammerhead pump with ball valves on each loop so that I can adjust the flow Going to each. Will this work or would I be better with two separate pumps?
<Two pumps has its advantages. If one pump fails you still have circulation while waiting for a replacement/repair. Consider running two Darts, or even a Dart and Snapper for this application, this will make intake plumbing easier also.>
Where should I place my intakes? I would like to hide them but then again I don't want to tear my reef apart to clean them so I was thinking of just putting them about 3/4 of the way up the back of the tank.
<I would be sure to place them in a position for easy cleaning.>
What size should the intakes be and how many? The hammerhead has 1 1/2" threaded connections so I was thinking that I would have 4 intakes drilled in the back of the tank for 1 1/2" or even 2" bulkheads and tie them all together to feed the pump.
<I would opt for two 2” intakes here. The same for the dual pumps.>
This way the flow at any one intake is not enough to suck up any animals. So the back of my tank would like something like this,

_______________________________________________
[ ]
[ X X X X ]
[ ]
[ ]
[ ]
[ O ]
[______________________________________________]

In this simple diagram the Xs are my intakes and the O is my return for the spray bar (should I make the spray bar return an 1 1/2 bulkhead and then choke it down or should I choke down before the bulkhead?)
<After the bulkhead.>
The return for Anthony’s loop will come up over the back of the tank.
One other questions, I have not yet purchased the skimmer for this tank. I want a really powerful skimmer as this will be a almost entirely SPS tank, I was thinking of a ASM G-5 or a Lifereef VS3-36. What skimmer would you recommend for this tank?
<I really like the ASM skimmers, I would also be considering a Euro-Reef as well.>
Thanks for all your help.
Joe
<Welcome, good luck, Scott V.>

Spraybar/Closed-Loop Questions – 01/08/07
Crew,
<<Hiya Joe>>
First I just want to say that the web site is fantastic.
<<We’re pleased you think so>>
I have found it a great resource as I have been setting up my various tanks. I am currently in the process of moving up from a 90 gal reef to a 210 gal AGA Mega-Flow tank.
<<Excellent…and since you have been reading, I assume you know how many of us consider the “Mega-flow” moniker to be a misnomer>>
The tank is going to be a mostly SPS dominated tank so I want to have two separate closed-loop systems in the tank.
<<Okay>>
One will be a spray bar system that the live rock will be placed around to keep waste from settling anywhere in the rock. My questions on this system are; where should I place my intake (could it be placed inside the Mega-Flow to hide it or would the Mega-Flow not be able to keep up?) and how large should the intake be?
<<Don’t place the intake for your closed-loop in the drain overflow box…the box is not designed to handle the additional flow. Otherwise, you can position the intake anywhere you like…though low-down on the back/sides will likely be easiest to hide/disguise. As for size…match the closed-loop intake to the size of the pump intake>>
How large should the piping for the whole spray bar be (I was leaning toward 1")?
<<For the spraybar itself I would think ¾” pipe would be sufficient, as well as less obtrusive. The pipe feeding/leading up to the spraybar should be “at least” as large as the pumps output nozzle>>
How large will my pump need to be (I was think something around 3500gph)?
<<Generally, the size of the pump for a closed-loop is determined by the number and size of the flow nozzles…but a spraybar will not be so easy to calculate I think. Obviously the size and number of perforations in the pipe will ultimately determine the “force” of the flow…and is quite easily adjusted for here as compared to a conventional “loop.” I think you can use about any size pump you like and “experiment” with the spraybar to achieve the best results re. But personally, I think 1200-1500 gph for the spraybar would be sufficient…reserving the/a larger pump for your other closed-loop>>
Should the spray bar be fed with one or two returns?
<<Either way is fine, though a “pair” of returns to feed the pump offers some redundancy as well as a decrease in suction/danger to your livestock>>
Lastly, is this system compatible with a deep sand bed (I feel like it should be as long as I lift it 5" or so off the bottom to allow for the sand and keep the holes pointed up)?
<<Indeed…as long as you take the flow direction in to consideration as you mention>>
The second closed-loop system will be of Anthony Calfo's design along the top of the tank to provide random flow.
<<Excellent>>
My questions for this system are the same questions about intake (placement, size).
<<And my answers are the same>>
The same question about pump size?
<<As stated…determined by number and size of flow nozzles. You should figure (after headloss) about 350gph per ½” nozzle and about 650 gph per ¾” nozzle in order to achieve enough “force” to create a purposeful flow>>
How many nozzles should be on the system (the tank is 6' x 2')
<<I would employ at least six…eight if you have the pump for it>>
What size should the piping and nozzles be (I was thinking 1" or 1 1/2" piping to 3/4" nozzles)?
<<Again, match the feed pipe to the output nozzle of the pump (or slightly larger if you wish). The ¾” nozzles will be fine if a large enough pump is used, but on all but very large systems my preference is to use ½” nozzles…less intrusive, more forceful flow, can add more per a given pump size>>
Do you think that this is a good setup for a SPS tank?
<<Match your nozzles and pumps correctly and these closed-loops should serve well>>
Please let me know if there is some way better for me to be doing this.
Thanks so much for the help.
Joe
<<Happy to share. EricR>>

Drilling For A Closed-Loop...Use The Correct Bit Size – 12/12/07
Hello,
<<Hiya Steve>>
I recently purchased a used 100 gallon long tank (60” x 20” x 20”) and am in the planning stage. I would like to bring the tank to my local glass shop to have it drilled for the closed loop. (I really like the neat appearance of a tank with a drilled closed loop & no power heads or PVC to look at.) I will be using a Pan World 50PX-X external pump. I calculate around 775 gph after head loss.
<<Hmm, with this flow rate you should only expect to use a couple ½” nozzles or a single ¾” nozzle for the return, and still have any useful force/strength to the flow. A good rule-of-thumb is to figure 350gph per ½” nozzle and 650gph per ¾” nozzle. Much less than this, and the water won’t exit with enough “force” to have much effect>>
(My return from the sump will be running through a Mag 9.5 and should turn around 570 gph after head loss.) I am planning to drill three holes in the back glass for 1” bulkheads.
<<This size throughput should be fine for the closed-loop, but do consider 1 ½” bulkheads or larger for any “gravity” drain lines>>
One will be an intake with an overflow strainer located dead center, about 1/3 of the way up from the bottom of the tank. (Should I use two intakes instead of one?)
<<One throughput for the pump intake is fine, but to minimize effects from obstructions/blockages, consider using a wye-fitting and “two” bulkhead strainers to supply the intake>>
The other two will be returns drilled 2/3 of the way up 15” from either side. Problem: My local glass shop only has a 2” drill bit and the manufacturer of my bulkheads suggests a 1 ¾” hole.
<<Yes...this is the correct size for the fitting>>
It seems to me that the 2” inch hole may work, but I would like a second opinion on this. I have successfully used a one inch bulkhead in a 2” hole on a 29 gallon tank, but this tank would be much more expensive to replace if a problem occurs.
<<I don’t recommend this, the 2” hole provides too much play/removes too much material behind the rim/lip of the bulkhead for a strong and secure seal. Best to use the correct size bit for the bulkhead. A correct bit can be purchased for around $50...perhaps you can offer to buy the bit and let the glass shop keep it for drilling the holes...>>
I have also considered just drilling one hole for the intake and running the returns over the back, although this is not my first choice.
<<This will work...though I like your first option better>>
Thanks for taking the time to guide me.
<<Hope it helps>>
Your advice is greatly appreciated.
Steve
<<Happy to share. EricR>>

Re: Drilling For A Closed-Loop...Use The Correct Bit Size - 12/12/07
Thanks for the great help!!!
<<Hope it proves worthy>>
I took your advice and ordered the 1 3/4 inch bit.
<<Ah, very good mate>>
I do plan on using 1/2 inch nozzles on the two returns from the closed-loop.
<<Is best>>
Do you think that 775 gph (after head loss) will be sufficient?
<<This will depend much on species kept, placement in the tank, aquascaping… But coupled with the flow from your sump return it will likely be fine>>
I don't want to add powerheads to the tank later.
<<Understood>>
(My inhabitants will be mostly softies that I will transfer from my 55 gallon. Here is a pic of my 55 http://i225.photobucket.com/albums/dd214/SFontana1/55-1.jpg.)
<<Very nice, though if I may… That Rose Anemone should be in a tank of its own… And the Sun Coral colony will require direct feeding for long-term health…>>
The 100 gallon tank I purchased is reef ready.
<<Yes, well…a common misnomer>>
It came with one corner overflow, containing a 1" drain and a 1/2" return.
<<My case in point… These throughputs are hardly adequate on their own for reef type flow, like the term “reef ready” would have you think. Consequently, these throughputs will limit the size return pump to something that will provide no more than 300gph after headloss>>
If both bulkheads were one inch, I would make them both drains. Would it be worth it to convert the 1/2" bulkhead to a drain??
<<Only if you want to maximize the capacity re…though any increase will be very marginal with the addition of a ½” bulkhead drain>>
I guess I could always drill another hole on the opposite side of the tank close to the water line for a second drain and use a strainer fitting.
<<Ahh…now you’re talking!>>
What would you suggest?
<<Another 1 ½” bulkhead to supplement the drain, as you describe>>
Thanks for taking the time to help.
Steve
<<Always a pleasure. Eric Russell>>

Water return manifold question 10/31/07
After reading Anthony's article "Plumbing a Water Return Manifold - goodbye powerheads!" I decided to have a go at it. I found it to be rather loud, so I inserted PVC into the "T's" so that the water would flow into the tank below the water line. This solved the noise problem (along with the stand pipe I found out about here-thanks!). But my question is: without agitation at the surface, will there be enough o2? Even with the overflow box there seems to be no water movement on the surface. If I take out the PVC (so water comes into the tank above the surface) there seems to be enough movement... but then there's the noise again. If the pump is sufficient to turn over enough water per hour, should it matter if the surface of the water is smooth?
<Hi Jen, you will lose some gas exchange with the calmer surface. It really shouldn’t be a concern with adequate flow through your overflow and skimmer. If you wish to keep it quiet and agitate the surface you could put a 45 or 90 degree fitting on the end of one of the pipes and angle it a little towards the surface or get some Lockline which will allow you to easily put each output wherever you would like. Some actually advocate for a calm surface to increase skimmer performance (surface water being more concentrated through the overflow to the skimmer).>
Thank you in advance for your answers and for providing a wealth of information here! Jen
PS- yes, if a woman can plumb this manifold thing anyone can do it
<Thank you very much. The two best reefers I know are women. Their tanks are the envy of all the locals here. If only my wife will plumb my next project...Scott V.>

<Jen, I wanted to edit the spelling of the plumbing product I referred to, it is Loc-Line. Thanks, Scott V.>

Manifold Question...Flow Rate/Velocity vs. Nozzle Size – 10/04/07
Crew,
<<Hello...whoever you are>>
Thank you in advance.
<<Happy to help>>
I am in the process of setting up a 240g. fish/reef set up. I have acquired the Dolphin AMP 4000/3000 for my return pump. It can pump more GPH using a 2" return line.
<<Mmm yes, 4500gph...but starts to fall off quickly with head pressure/height (4000gph at only 2ft of head height)>>
The tank is an acrylic with four equal sized cut outs on top to accommodate my four MH lights. I am planning on splitting the return line into two lines, then two off of each of those two, that will then terminate with one return at each of the four cut-outs.
<<I see>>
Should I reduce the four terminations to 1.5" or smaller or leave the whole manifold piped at 2"?
<<I would at least reduce the terminations/nozzles. Let’s figure with subsequent head-loss from the plumbing configuration that flow will be reduced to at least 3000gph en toto...maybe more. A ¾” nozzle requires about 700gph to produce a useful “velocity” for what you intend, so this is what I suggest you use (4ea. ¾” nozzles at 700gph = 2800gph minimum total flow required). If you find that your total water flow is reduced further than this then a ½” nozzle may be required...or switch to a pump with a better pressure rating>>
Will 1.5" give more pressure to better reach the depths of the tank?
<<Not at the terminal ends/as a nozzle size...as explained>>
My concern is that if I leave all 4 outputs at 2" the GPH will remain the same but the water will simply be falling out of each return with not much pressure to agitate tank water.
<<Exactly>>
What do you think?
<<You have my thoughts re>>
Thanks!
<<Quite welcome. EricR>>

Some General Questions On Sump/Closed-Loop Plumbing – 07/03/07
Hi.
<<Hello>>
I was wondering if you could please answer a few quick questions regarding plumbing.
<<Sure…ask away!>>
I am setting up a 135-gallon reef with 55-gallon sump.
<<Very nice>>
Currently the tank has 4-holes drilled in the upper back glass panel that fit 1-inch bulkheads.
<<Okay>>
I'm planning on using all 4 as overflows out of the tank.
<<Do figure only about 300gph per…still, 1200gph is a LOT of flow to process through the sump (if that is your plan)>>
I was planning on plumbing 2 of the overflows down into the sump where an Iwaki rxt30
<<I think you mean the 30RLXT?>>
(19 gallons/minute at 0 head) will return the water back into the tank (approximately 5-feet head).
<<Be sure to plumb a “gate-valve” on the output side of the pump to allow tempering of the flow if necessary>>
The other 2 overflows I planned on incorporating into a closed-loop system with another pump similar to the Iwaki with similar flow rate (I don't have it yet).
<<Ah! Excellent…but you really only need one of these throughputs for this purpose>>
Would the two 1-inch overflows per pump be sufficient to minimize sucking and gurgling noise, or should I plumb all 4 overflows down into the sump, forget about the closed-loop and use some powerheads instead?
<<If you keep the flow rate for the sump drains in the range I suggested you will likely be fine, although even then sometimes a bit of tweaking (aspirating the lines, experimenting with different configurations of the termination ends, etc.) can be necessary due to the vagaries of system design. As for the closed-loop, a single throughput directly plumbed will be enough to supply the pump (the fluid dynamics are different than those associated with “gravity” drains). You could use the last bulkhead to supply the sump and be even further ahead of the game…or even use it to supply an in-line refugium>>
Or even a third option: use 3 overflows for the sump and 1 for a closed-loop with a smaller pump?
<<You can do this with you current planned pump. Unless there is something about your design that will restrict the water volume (e.g. – bushing “down” the pipe size), as long as you match the bulkhead/pipe diameter to the intake port on the intended pump you should be fine>>
What size (flow rate) pump would work ok with a 1-inch overflow to minimized gurgling and sucking noise?
<<As explained…unless the throughputs are positioned very close to the surface where a very strong pump/flow rate may create some cavitation. But again, be sure to plumb a gate-valve on the output side of the pump>>
Also, on the return plumbing from the sump (and closed-loop if there will be one) should I reduce the 1-inch return pipe just before it enters the tank after the T, or should the two pipes putting water into the tank remain 1-inch (the output on the pump is 1-inch)?
<<Reducing the diameter as you indicate often makes the return easier to handle/place/disguise, but will also reduce flow/add to head pressure…as will that “T” you mentioned. All the more reason to slightly oversize your pumps and adjust flow with the gate-valve if needed. For the closed-loop, to will need to reduce the terminal ends/nozzles to ½” to achieve a useable velocity…and then likely no more than two of these (for closed-loop applications figure about 350 – 400 gph per ½” nozzle)>>
Lastly, should the bulkheads be slip or thread on the outside of the tank portion?
<<Is up to you>>
I want thread so they can easily be removed just in case, but am worried about leaks.
<<I wrap my threaded fittings with several layers of Teflon tape…or you could smear some silicone sealant on the threads just before assembly and let it cure before use (this doesn’t “glue” the joint but does help greatly with creating a drip-proof seal>>
Your expert opinion would be greatly appreciated here.
<<Mmm, don’t consider myself an expert…but prefer to think of myself as a “student” of the hobby>>
Thank you
Jon
<<A pleasure to assist. EricR>>


Closed Loop Filtration, SW "filtration"...    5/24/07
Hi Crew!
<Ryan>
I'm going to be building a FOWLR aquarium that has a requirement of four viewable sides. This means no overflows.
<Mmmm... not really>
I'm going to have to run the plumbing directly out and back in through the bottom of the tank.
<See>
I've seen this done using UV and Canister filters inline, however those two aren't my first choice of filtration. I would like to have a refugium on it, but I'm not sure how that can be done with a closed loop or with all of the plumbing coming out of the bottom.
<Not with a "closed" plumbing arrangement... but one that is "open", sure. You can/could have both types... two separate sets of plumbing...>
If a refugium is not a possibility, what are some other filtration mechanisms I could consider?
<Heeeeee! Please read here: http://www.wetwebmedia.com/marsetupindex2.htm>
Thanks!
Ryan
<Welcome! Bob Fenner>

Re: Closed Loop Filtration   5/24/07
Bob/Crew,
Thank you so much for your reply!  I have three addendum
questions.
I realize I could send overflows up through the bottom of the aquarium
to the place where I would want the water line, near the top of the tank.  However, this tank is going to be four feet tall.
<Height doesn't matter... functionally... Are you concerned re appearance?>
  (55"L x 24"W x 48"H)
<Yikes... hard to aquascape and maintain...>
So my questions are:
1)  In your esteemed opinion,
<Steamed more like it>
would glass be a better cost conscious option over 1.25" acrylic for a tank this tall?
<Mmm, posted... I would go with acrylic myself...>
2)  Would you use an internal overflow for this setup to have better gaseous exchange/oxygen saturation?
<Mmm, better than what? Likely not an issue here unless the power goes out or there is a pump failure...>
3)  What would be a good method to make a 3'10" overflow and return look "natural"?
<A bunch of possibilities... one could attach phony corals, pile up real or faux rock about...>
I'm thinking I could build  pvc structures like the one I have below (best I could do with clear text) and zip tie live rock around the pvc (not drilling through the pvc).  This would give it an arch like feel and I could hide the plumbing for the closed loop canister filtration in here as well.
<Yep>
Overflow on left, return on right.

       |                     /


      /|                    / \


    /  |                   /    \


  /    |                  /       \


/     |                 /         \   


|      |                |           |


Thanks again for your time and sharing of knowledge!
Ryan
<A pleasure to share... I would also like to add that if it were mine, I'd "sleeve this overflow... to "make" the discharge water come from near the bottom... have an outer pipe notched at the bottom, going over the internal stand pipe... this one could be drilled to accommodate the zip-ties... Bob Fenner>

Manifold Question. Siphon-Fed Closed-Loop – 05/23/07
Hi: Joe here.
<<Hello Joe...Eric here>>
Thanks for all your valuable information.
<<Quite welcome...is a collective effort>>
I have a 90-gal tank that I would like to add a "closed-loop" system to.
<<Okay>>
Like many people out there a drilled tank is not an option.
<<I see>>
Anthony’s remarks tell me he hates over-the-tank-lip systems to an external pump, lots of us have no option.
<<Agreed and agreed...even if not for the best reasons in some cases>>
Other members of the crew say it will work.
<<Mmm, I think even Anthony will concede they work...for a time.  The inarguable truth about siphon overflow systems is they will fail sooner or later.  But, there “are” things we as aquarists can do to mitigate this hazard.  Obviously, daily (when possible) checks of the system to note a decrease/loss of siphon are critical.  But the truly wise hobbyist will also plan for/employ redundant systems (a concept I’ve come to appreciate much more just lately).  Providing more than one pump input siphon will also reduce the amount of suction/pull at each intake, thus reducing the hazard to your fishes/motile inverts>>
I plan on using a Mag 3400 with a 1" intake.
<<Danner Supreme doesn’t manufacture a 3400 model of the Mag-Drive pump, you must mean a 3600.  But that aside...pulling this much water through siphon overflows is going to prove interesting I think...please do let me know how things go>>
The outlet will be 1" up to the tank, then to 3\4" manifold and 1\2" at the nozzles, 6 nozzles.
<<Expect to need about 350gph “per nozzle” after head-loss, to get any kind of meaningful flow>>
Is my plan ok?
<<Mmm, maybe...though I don’t think I’ve ever seen this done this way before.  How do you plan to protect the intakes of the siphon tubes?  I don’t think using a skimmer box is practical giving the amount of flow...perhaps it is best to simply install something like the screens used on bulkhead fittings>>
I know over-the-tank-lip is not the best, but this is my only choice, isn’t it?
<<Can’t say...you haven’t provided enough detail about your tank/setup.  If all the tank panels are tempered then yes, this is about the best you can do aside from going with internal mechanisms like the Tunze Stream pumps.  If the tank is not tempered then what is preventing you drilling the back panel?>>
Some suggestion is putting the pump in the tank, but this pump draws 380 watts, and I thought heat could be a problem.
<<Agreed...along with the trouble of trying to hide/service the pump in the tank>>
Thanks again for all the great information.
<<Happy to assist...and as stated, I would be interested to hear how this project turns out.  EricR>>

Return Manifold and Pump Size? - 03/03/07
Hello to all and thanks in advance,
<<Howdy…and you’re welcome>>
In an effort to rid me tank of annoying power heads and lower temps I am building a closed-loop water return manifold in my 55 gal tank (48”l x 12”w x 20”h).
<<Ok>>
The tank is un-drilled so until I move out of this limiting apartment and upgrade I am sumpless (I refuse to use an overflow box with J or U tube because I would like my security deposit back when I leave).
<<Hee…indeed!>>
I am building the system out of ¾ in. PVC tubing and fittings, and going down to ½ in. at the 45 degree elbows coming out of the T’s.  There will be 10 outlets (4 on the front and back and 1 on each side) with at least 3 or 4 of these being plugged up to allow for changes in flow when needed later on.
<<Ah…good idea>>
The pump is either going to be directly behind the tank for ‘0’ head or on the floor below with 53 in. of head pressure needed.
1- I am trying to find out what size pump would be needed for something like this.  I am thinking in the 1200 to 1500 GPH range.
<<Figure “at least” 250 gph per ½” nozzle, plus another 20% for the eventual bio-film buildup in the manifold piping and this means you need a pump that will provide a minimum of 1800gph “after” head-loss (This is assuming only six of the ten nozzles will be open at any one time…otherwise calculate as necessary)>>
2- Do you think this will be adequate or overkill?
<<Will need to be a bit more in my opinion.  But do be sure to plumb a “gate-valve” on the output side of the pump to temper flow if needed>>
The tank houses 4 damsels and a blue spotted sharp nose puffer (I know he is not reef safe but he is oh so cute and has yet to even looked twice at any of the corals  <<yet>>), various inverts and some corals (whose numbers seem to be increasing…ahh the addiction)
3- Also in purchasing the pump should I be purchasing one rated for pressure or one for free flowing circulation?
<<I would consider a pressure-rated pump for the closed-loop…though a “large enough” non pressure-rated pump will work>>
I am looking at the Japanese Iwaki pumps for more than one reason, choices are:  the MD40RLXT which is a circulating pump rated at 1,200 GPH, and either the MD55RLT for pressure rated at 1,080 GPH or MD70RLT – 1,500 GPH.  What do you think of these choices?
<<All great pumps but…  The 70RLT should work if you’re willing to cap off a one or two more nozzles than originally planned, but I think you would be better off getting the 100RLT for your planned configuration>>
4- Considering heat transfer and electrical usage do you think it is worth my time to also be looking at MAG drive pumps?
<<The Japanese motored Iwaki pumps are fairly economical to run and also surprisingly cool in my experience and would be my preference here>>  
I won’t be having any other pumps running except the MAG – 3 drive that is on my AquaC Remora Pro protein skimmer.  I would rather not be paying an arm and leg each month to run the tank, but I also don’t want to make soup of my tank with super high temps, especially come summer time.
<<Understood.  Don’t discount the effectiveness of evaporative cooling…install a couple fans to blow across the surface of the tank to help keep water temperatures down>>
Once again thank you,
Randy
<<Happy to share.  EricR>>

Re: Return Manifold and Pump Size? – 03/26/07
Hello again,
<<Hello Randy>>
Thanks for the advice given below.
<<Hope it was useful>>
I went ahead and got myself a slightly used Iwaki MD 100RLT from a fellow reefer to power the closed-loop (way too expensive to buy a new one).
<<A good choice and surprisingly quiet for their size/flow-rate... in my experience>>
I am about to upgrade to an Oceanic 72 RR bow front that has the mega-flow overflow and now some new dilemmas have arisen.
<<Oh?>>
Underneath I am going to be setting up a 10 gallon refugium that will be fed by a T coming from the tank drain w/ a valve to slow down the rate and then gravity flowing at a slower rate into a 10 gallon sump w/protein skimmer, etc.
<<Ok...but rather see use of larger vessels if possible>>
So now that you have an idea of the setup here are some questions that I hope you can help me with.
<<I shall try>>
1. Do you think that the Iwaki MD100rlt pump is too much pump to be used as the return line for my sump?
<<Gosh yes?!  The 1” drain in your “mega” overflow will only handle about 350gph before you start having issues...and it will certainly NEVER handle the output from a 2000gph pump like your Iwaki>>
I am torn between attaching my manifold to the return from the sump, or using a second pump as a return and keeping the manifold and Iwaki pump on a closed-loop.
<<The latter is your only choice here...with something like a Mag-5 for your sump-return pump>>
2. Considering that my manifold was made for a 55-gallon, three of the four sides fit perfect in the 72-gallon bow front, except obviously enough the bow side.
<<Yes, but is this really an issue?>>
I am contemplating getting some schedule 20 PVC and using a heat gun to bend the PVC into the curve needed to flow with the line of the bow and then cutting in where needed for the T's.
<<I see>>
Do you think that schedule 20 PVC will be strong enough to handle the pressures, and do you know if it is strong enough to be able to handle heating it up and bending it like I want to do?
<<Yes to the first (I can see Bob cringing)...<I am. Use flexible instead. RMF> I have used this pipe myself (has a larger inside diameter than SCH-40 of the same diameter, i.e. allows more water flow) with good/reliable results on straight unrestricted runs, but I don’t know that it has enough thickness for bending without becoming too weak/flimsy.  But it is cheap enough I think you should give it a try and determine for yourself...can always go with SCH-40 if need be.  Have you bent PVC before?  You will need to place some type of media “inside” the pipe when you go to bend it to keep the walls from collapsing...sand often works well and will also help to hold heat>>
3. In plumbing my refugium I am trying to figure out if I should have raw water from the tank flow into it, or skimmed water T'd off from the sump?
<<Raw water from the tank>>
Then depending on that, where I want the water going as it comes out of it; into the skimmer compartment or past it to be pumped up to the tank?
<<Directly to the pump chamber to prevent the skimmer from removing plankton is my choice>>
I figure it should flow past the skimmer to allow any living matter that escapes a chance to make it up to the tank and become food.
<<Ah yes...so you do understand>>
I am also thinking that is should be raw water flowing in because the waste from above can become food for whatever is living in the refugium.  Does my logic make sense?
<<You’ve already figured it out...yes, makes sense>>
Thanks in advance for your input,
Randy
<<Always welcome, Eric Russell>>

R2: Return Manifold and Pump Size? - 03/26/07
In your statement below are you saying you would rather see one large vessel instead of two, or two larger individual vessels?
<<Sorry for the confusion mate..."two larger vessels" was my intent>>
My thinking in the two vessels is that I can have a fast turnover rate in the sump, and then a slower rate in the refugium making it a less turbulent area for whatever is in there.
<<Am much in agreement with this logic...just wish you could utilize a bigger tanks for your sump and refugium (say 29g?)...but if not, the 10g will suffice>>
I am limited by the stand to either two 10-gallons or one 20-gallon, so I came up with this plan.
<<Understood my friend>>
One 20 would be simpler, but I feel having the refugium in the sump compromises both...I would rather have a good sump and a good refugium then a mediocre combo.
<<You echo my sentiments exactly re sump/refugium combinations...please proceed as you have planned>>
It made sense in my head, but please tell me if my thinking is a off here.
<<Not at all>>
Gracias por todos,
Randy
<<Dé la bienvenida siempre a mi amigo.  EricR>>

Combine Closed-Loop Intake and Sump Drain In Horizontal Overflow? 03/26/07
Hello,
<<Howdy>>
I want to first say I think your site is great and it has helped me a lot in planning my first reef tank.
<<Glad it has been of use>>
I do have a question though that has been somewhat answered but only in general terms.
<<Ok>>
I am hoping if I give you some specific details you can tell me if a closed-loop intake in my overflow will work quietly.
<<Mmmm...I’ll see what I can do>>
I have a horizontal overflow that is 16 inches long and 4 inches on each side and 4 inches deep.  It will be mounted in the middle of my 50-gallon (36x15x20).  This will give me 24 inches of linear overflow.
<<Agreed>>
It does have teeth cut into it; the cuts are 3/8" wide and 1 1/4" deep.  I know the teeth violate the Calfo-principle but I had it made before I did all my reading here and would still like to use it.
<<Ha!  No worries mate...am sure Anthony will forgive...>>
I was planning on putting 4-1" bulkheads in the overflow.  Two would be used to drain to the sump, one would do, but I wanted some redundancy.
<<Redundancy is always a good idea>>
The other two would be joined with a wye to a single 1" flex PVC and go to the closed-loop pump, a Blueline 40 HD-X capable of 1270gph @ 0' head (1" intake and output).  Using a Mag-3 for the sump return, and the Blueline for the closed-loop, I am figuring I will actually flow no more than 1100 to 1200 gph.  If I used down turned elbows on the drains, will I able to drain this much water from the overflow and not suck in air or have a lot of noise?
<<I'm not sure how this configuration will "balance out."  The presence of the closed-loop intake in the skimmer box will cause more water to be pushed/pulled in than you intend your "sump" overflows to handle.  And though the pump intake may be more "aggressive" than the gravity drains, I think they will still "drain" more water than you intend causing noise/bubble issues...and possibly even "starving" the closed-loop pump which could lead to more noise/bubble problems.  I think it will be better if you don't try to incorporate the loop intakes in to the overflow box.  This configuration would also recirculate much of the oily surface film through the loop, rather than letting it go to the sump for the skimmer to remove.  Since the design of a true closed-loop precludes the tank draining in the event of a power outage/pump failure, I recommend you drill/place the throughputs for the closed-loop "outside" and below the horizontal overflow box>>
Should I just not bother trying this and just put two bulkheads in the overflow and drill the other two below the overflow for the CLS?
<<Ahh, yes!...is what I would do>>
Thanks WWM crew!
<<Happy to share.  EricR>>

Closed-Loop Manifold Design Review (Anthony Calfo) – 03/06/07
Dear Anthony / WWM crew,
<<EricR here...I’m afraid Antoine has moved on to other enterprises and no longer fields queries here...but hopefully I can be of assistance to you...>>
I’m in the process of setting up a 45-gallon tank that is 24”X24” and 18” high.  I have a center back overflow, which due to a miscommunication now only has a 1” drain and a ¾” return as opposed to a 1.5” drain and ¾” return that I’d hoped for.
<<Mmm, indeed unfortunate...but still a workable configuration>>
This tank is intended for Frogspawn and Candy Cane corals only, so I’m shooting for about 500gph flow through the 1” drain and a 15 gallon sump.
<<Is possible...but I always recommend about 300-350 gph maximum flow through a 1” gravity to simplify plumbing hassles (noise, et al)>>
I’ve narrowed my pump choices to either an Iwaki 20RLXT that will flow 450gph or a Gorman Rupp GRI 510 that will flow 550gph according to Reef Central’s flow calculator.
<<Hmm, not the manufacturer’s stated flow rates...I’ll assume this is the flow rate you have figured based on your plumbing configuration then.  Both are good pumps...with the GRI being “pressure-rated” and this particular Iwaki model not.  I think considering your 1” drain, I would opt for the Iwaki...and do be sure to plumb a gate-valve on the output side of the pump to temper flow as/if necessary>>
The top opening of the tank is 17”X16” and I’m planning to have either 6 or 8 outlets from a ¾” manifold running along the perimeter of the opening.
<<On a separate pump/closed-loop I hope?  Eight outlets from a ¾” manifold will require at least 4800 gph after head-loss (based on 600 gph per outlet to achieve meaningful flow)...and way too much for this tank as well. With the return pumps you have listed, you are limited to “two” ½” nozzles at most...and even then I don’t think the flow from each nozzle will be vigorous>>
a)       Do I have too may outlets?
<<Yes indeed>>
I’m not sure how to balance flow per outlet with number of outlets.  Would I be better off with 4 outlets?
<<Not really...the 1” drain on this tank can not handle the flow required to power a multi-nozzle return manifold.  If your goal is to keep powerheads out of this tank then your best option...in my opinion...is to plumb a separate closed-loop, or go with the two 1/2” nozzles as I previously suggested.  Which, considering your stocking plan, would likely be just fine>>
b)       According to Reef Central’s flow calculator, changing the 90-degree bends to 45-degree bends has an insignificant effect on flow rate!!!???  Doesn’t make sense?
<<Mmm...their calculator also says you can flush 600 gph down that 1” gravity drain [grin].  I guess it depends on your definition of insignificant...but I definitely think easing the turns in the plumbing helps>>
c)       I’m planning on using an Aqua Silencer standpipe and I can’t decide between the 1” version and the 1.5” version with an adapter to fit my 1” bulkhead…
<<These devices generally work better if slightly larger than the plumbing lines...I would use the 1.5” device if it will fit your overflow box>>
d)       Is 550gph too much for my tank given the size and livestock?
<<Not in my opinion>>
Thank you for your help,
Narayan Raja
<<A pleasure to assist.  Eric Russell>>

Re: Closed-Loop Manifold Design Review (Anthony Calfo) – 03/07/07
Thanks Eric!
<<Quite welcome Narayan>>
But I was hoping for at least 3 nozzles, min of 450gph and no powerheads in the tank.
<<I understand...but at this flow rate you will be sorely disappointed with the output from three nozzles>>
I have room to enlarge my drain bulkhead to a 1.25" size, but there is no such thing that I could find in schedule-40 bulkhead fittings unfortunately.  Is there such a thing...?
<<Have a look at USPLASTIC.COM...they do have 1.25” bulkhead fittings>>
Having a second pump and a closed-loop is complicated since my stand will have very little room left after the sump, pump and ballast.
<<I see>>
I forgot to mention one little detail -the 4" DSB which will reduce the tank water volume to 31 gallons + sump and it is for the DSB primarily that I'm concerned about having adequate flow... Sorry.
<<No worries mate...and a valid concern re the DSB.  Perhaps you won’t have a choice about adding a powerhead or two...>>
Thank You,
Narayan Raja
<<Always welcome.  EricR>>

Re: Closed-Loop Problem...The "Meager Flow" Issue - 02/13/07
Good morning Eric and all crew,
<<Hello Mark>>
Thanks for all your help and info, I have also posted this info on the forum site.
Re: Closed Loop problem  Posted: Feb 12, 2007 12:37 PM  Reply  
Well I have made a few modifications with very impressive results.
<<Excellent>>
I have changed all of the output pipe from 0.5" to 1.5" and also removed the 180 degree U-trap at the connection from the pump output to the loop on top of the tank.
<<Very good>>
The flow rate is now very good, in-fact, a little too good.
<<Ahh...so your intuition was correct...and now that I see the pictures I can appreciate the amount of restriction you had created with the 1/2" pipe>>
I need to extend a few nozzles because they are to close to the surface and are creating a huge amount of turbulence and bubbles.  I think that this is due to cavitation.
<<Yes...drawing in air>>
I should have the 0.5" Loc-Line extensions in today and I can work on this tonight during "24."  Can I post a picture in this thread somehow or I suppose that I could just direct you to my photobucket site to view the pics - http://s27.photobucket.com/albums/c170/markkrysztofiak/ .
<<Either way mate>>
If it asks for a password, use: elections .
Many thanks,
Mark Krysztofiak
<<Thank you for this follow-up.  Eric Russell>>

Manifold Questions – 12/29/06
Dear Crew,
<<Hello>>
Your site is GREAT.
<<A collective effort…thank you>>
Thank you for such an awesome resource and your time.
<<We are happy to share>>
I have some Q's re: setting up a manifold & related pump mechanics.
<<Let’s see if I can be of service…>>
I have a 135 gal. FOWLR w/ 1200-gph over-flow to sump and return to tank by 1100-gph external pump.  I'd like to use a 2nd external pump (don’t want the heat/look of a submersible) for the manifold if possible.
<<Ok>>
I am looking at a Sequence Reeflo "Dart" pump, rated @ 3,600 gph with only a 160 watt draw.  I can’t/won't drill the tank and don’t really want a 2nd overflow.
<<Well, that complicates things (though I don’t recommend a siphon overflow for this application).  How do you expect to “feed” this pump?>>
1) I assume I can't use Dart from existing sump/overflow because the Dart's rating will overflow my tank unless I add a lot more overflow capacity?
<<Indeed…and even so, if this sump is located in a “living” space you would likely find the noise from the extra volume to be quite disagreeable>>
2) Looking at the pic below, can I avoid an overflow box by just setting the Dart below the PVC siphon line in the tank.
<<I wouldn’t…these pumps are not “self-priming,” and anytime the pump stops your “prime” is likely to be lost>>
I assume siphon would be fine once pump is running?
<<Till a power outage…and how do you propose to start the siphon in the first place?>>
But, would this set-up maintain siphon in event of a power loss?  
<<Is a gamble.  If all the manifold outlets are submerged you “might” be able to maintain the siphon but there is no certainty.  A gravity drain/below-water throughput is the only way to feed this pump in my opinion>>
3) If the pump is "self-priming", does this mean it draws the water from the tank and creates the siphon (or does the pump only push water that's already reached it)?
<<Do double-check with the manufacturer, but I’m pretty sure this pump is NOT self-priming and needs to be “flooded” to function properly>>
3) The pump has a 2" suction & a 1.5" discharge.  I need to take the discharge down to 1/2" for the manifold.  What effect will this have on the flow rate & the pump life?
<<There will be some decrease in flow as the pump is not “pressure rated”…not aware/sure of effect on pump life, if any.  This is a popular pump for this application…perhaps you could post this question among the users of this pump on the reef forums (reefs.org/reefcentral.com)>>
I assume it decreases flow rate, increases water pressure and decreases pump life?
Is this ok? (both for purpose of manifold & pump)?
<<Yes to the first two…and the increase in pressure is a desirable aspect for use with the manifold>>
4) If my planned set-up does not work for reasons you will explain, can you please suggest how I would set-up a manifold with my 1200 gph overflow or is my only option a submersible?
<<Hook the manifold up to the return from your external sump pump>>
If a submersible, can you please suggest one?
<<As in “in the tank?”  Perhaps one of the larger Mag-Drive pumps (24, 36)>>
Any guess as to how much temperature would increase w/ a submersible? (I can't afford a chiller).
<<Could be significant (4-6 degrees)>>
5) Any other help you can provide would be SO appreciated.
<<You have two options as I see it Paul.  Either drill the tank to feed the additional pump…or simply design/connect a manifold to be used with the existing sump return pump>>
Thanks for your help,
Paul
<<I hope it has been useful.  Regards Eric Russell>>

Manifold Plumbing - 01/10/06
WWM Crew,
<<Howdy>>
Bob was kind enough to give me some feedback concerning a new set up a couple of weeks ago.  I'd like to see if I could bother someone with specific questions about plumbing a closed loop, water return manifold.
<<No bother, shoot...>>
Given the Oceanic RR 215 gal. tank is not plumbed to get anywhere near the 20 to 30 times volume per hour I want to support SPS corals,
<<You wouldn't want this volume of water flushing through your sump anyway.>>
I'd like to add a manifold system instead of using powerheads to accomplish this.
<<A good approach.>>
For all practical purposes, I'm considering the 600 GPH I'll be getting from the two 1 inch overflows as insignificant for anything other than operating the sump.
<<About ideal for this, actually.>>
I've looked at the data for the Sequence Reeflo Hammerhead (1 1/2" inlet/outlet) and see that the flow is 5400 GPH @ 5' head.  Since this is a closed system, am I correct in assuming the head will only be from the plumbing or do I still have to consider the static head (5' from the pump to the top of the tank) as well?
<<Yep...and add a foot of head to that for about every 10 feet of horizontal run and again for each elbow/turn.>>
At any rate, here are a couple of scenarios I have been thinking about.  Please feel free to give me my best option or suggest another if I've really missed the mark.
<<Okey Dokey>>
Drains:  1 1/2" PVC all the way to the pump.  My understanding is that the fastest way to burn out a pump is to starve it on the inlet side.
<<True...not to mention wasting efficiency/flow.>>
I will run pipe across the back along the bottom of the tank and have four 1 1/2" openings every 24 inches starting in one corner progressing to the opposite corner.
<<Am guessing these will be protected with some type of screen/grate to keep from sucking up life forms?  Also consider how you will be able to access these later for necessary maintenance/cleaning.>>
The pump supply will come up the back of the tank at 36" (halfway between the 2 corners), over the edge and down to the pump underneath.  In each of these cases, the drain design will not change.
                       |  |
                       |  |
                       |  |
                       |  |
|  |______|  |___|  |___|  |______|  |
|___________________________|
-----------------------72"---------------------

For the manifold, I intend to use 3/4" PVC all the way around the top edge of the tank (72" x 24") with 14 to 16 - 1/2" openings alternating with 90 and 45 degree elbows to get as much water movement as possible.
<<I see you've done your homework...necking down the nozzles allows you to keep water velocity up while allowing you to add more output locations.>>
I figure this gives me about 350-400 GPH out of each nozzle for 29" depth of the tank.
<<Excellent...you can always cap off a nozzle or two if you find it necessary.>>
There has been some question as to whether I can move 5400 GPH through this manifold using 3/4" diameter pipe.
<<Mmm yes, another reason to use a pressure-rated high-flow pump.  There will be some amount of back pressure related to the pipe diameter, but a pressure rated pump will handle this fine...and you need the pressure to power all those nozzles.>>
Manifold supply:  
1.  Single 1 1/2" PVC line running up the back of the tank beside the drain line to the manifold, bushing down to 3/4".
2.  1 1/2" from pump to the base of tank, tee to both ends of tank, horizontally, and up the back of the tank on both ends for two connections to the manifold.
Any feedback concerning the best plumbing option
<<I would keep it simple and go with option #1.>>
or better choices concerning the diameter of the pipe at any point would be appreciated.
<<I think you have all well in hand.>>
I may be over analyzing this, because every once in a while I think ultimately, the manifold is only 3/4".  What do I gain by not bushing down the return to 3/4" from the pump, plumb it all with 3/4" and be done with it?
<<This is viable actually, and would likely have little effect/make a small difference.  But may I suggest...  PVC pipe is relatively cheap, why not make up several configurations and test them to determine which you like/works best.>>
Thank you again for the wonderful resource and all the help.
Sincerely,
Lance Good
<<Good luck with your project, EricR>>

Understanding Closed-Loop Plumbing - 03/08/06
Hi all,
<<Hello>>
As per Anthony's suggestion, I am in the process of putting together a closed loop system for my 110 reef tank.
<<Great!>>
The tank is drilled for the main overflow to the sump and for the loop, I will be using an external magnetic drive pump.
<<Okay>>
I was just starting to wonder how I am going to get water into it?  I have looked around, on the web, and the best I can gather is that just like a canister filter would work, I will plumb with pvc up to the tank to suck water out
<<Mmm no, not "suck"...you need to plumb so water will "flood" the pump...as if through a bulkhead in the back/side of the tank.>>
I guess I will need to use some sort of screen at the intake correct?
<<A bulkhead screen, yes.>>
The returns will be a manifold of sorts around the perimeter with flex nozzles and valves for control.  Once plumbed up, do you just plug it in?
<<Yep>>
I remember from my freshwater days, needing to start the siphon on canister filters.....does that need to be done here?...or like I said, just plug her in and let her rip?
<<No siphon, like I explained...you must flood the pump.  If you read through our FAQs on closed-loops this is/will all be explained.>>
Secondly, is there a concern, for example like with your sump plumbing (overflow ) in the event of a power outage?  It would seem not, as like in a canister filter, everything is all sealed up?  Is this correct.
<<Yes, but a "closed-loop" is not plumbed through the sump...please have a look here (http://www.wetwebmedia.com/pbretfaq3.htm) and among the indices in blue.  Regards, EricR>>

Understanding Closed-Loop Plumbing II - 03/09/06
Thanks, but since drilling is no possible for me to install a bulkhead, can't I plumb an over the tank?  Just like one would with an Eheim or Fluval canister?
<<But you are not plumbing a "canister"...how will you prime the pump?...and if you lose siphon you will likely lose the pump (burn-out).>>
I saw that link on Melev's reef and that seems to be what he had done.
<<Are we still talking about a closed-loop?  I'm not familiar with the system/method you speak of but if you think it might work, give it a try.>>
If so, how does one get the water to start flowing into the pump.
<<Indeed, how?>>
If I remember correctly, from my days of using Fluvals, one blows into the output end to start a siphon on the input end.
<<Mmm, maybe...I just fill the canister with water and fire it up.>>
I had planned on using a Blue line or GenX pump at about 1100 gph split into two returns and possibly reducing the returns from 3/4" to 1/2" in order to increase velocity and turbulence.  There is a main return pushing about 1200 gph straight through a 3/4 " return.  What happens in the event of a power failure with a closed-loop this way?
<<If plumbed as a true closed-loop...nothing.>>
BTW, the link you gave me did not work.
<<Hmm, just gave it a try, works for me.  Please try a Google search from our home page re "closed-loop".  Regards, EricR>>

Inlet for closed loop manifold  - 04/05/2006
Good afternoon WWM crew.
<Trevor>
I am currently in the planning stages of engineering a closed loop manifold for my 180 gallon AGA.  Through your extensive FAQ,  which is truly priceless, I believe I can successfully generate the manifold component and also appropriately "size" the pump for the desired flow rate in the display tank relative to head, horizontal run, elbows, tees nozzles.
<Yay!>
What I have not been able to clearly extract out of this wealth of information is the appropriate inlet size relative to desired flow rates in the display tank.  I have come across information on drain rates through bulkheads:   ~ 300 gph, 750 gph, 1000 gph for 1", 1.5", 2" bulkheads respectively.  Do these aforementioned numbers remain the same if one is "attempting" to aggressively pull water through the inlet with a pump or are they based on a  flow rate due to gravity's "pull" alone (my instincts tell me that if most inputs and outputs on external pumps are 1" that a 1"inlet  in the display tank should be able to handle whatever the pump is rated ... but I have been wrong before and I am sure I will be again)?  
<Can't address the last adequately (is a great question/statement), but you are correct in questioning the intake sizes as stated if there is any restriction/vacuum consideration... that is to state, these diameters are idealized for no such restriction, including intake screening>
If I have a 2" inlet in my display plumbed directly to the input of a pump of infinite flow rate what would be the maximum flow rate that  could be produce, for simplicity, at the output of the pump (I am assuming at some point the 2" inlet has to limit the pumps ability to intake water at a greater flow rate ....
<Let's stop here: about 800-1000 gph...>
or am I wrong and my flow rate is actually infinite gph)?
<Ah, no. There are practical limitations, induced drag, sp3 hybridization, Brownian effects, affinities of water to contend with>
I want to maximize the flow rate of my closed loop manifold using a 2" inlet from the display plumbed directly to an external pump, but I do not know what I can expect to maximally pull through the 2" intake.
<The above values are about it in practical terms... one can (of course) pull/push more through a two inch diameter line, but there are other considerations, principally screening issues, that need to be addressed>
Thank you in advance for the sharing of your knowledge and experience, again, it is truly appreciated.  Trevor
<Is this clear? You want to avoid "sucking up livestock", cavitation, drawing in air... Bob Fenner>

Re: inlet for closed loop manifold   4/7/06
Bob,
<Trevor>
Thank you for your time in the reply to my question.  And as it seems standard in the FAQ's forum, questions beget questions.
<Along with some clarity, resolution hopefully>
Upon reflection I may have mislead you in my statement about appropriately sizing my external pump for my closed loop manifold in one area ... adjustment for static head.  In reading through Dr. Sanjay Joshi et alt. featured article "An engineering view of aquarium systems design:  pumps and plumbing" they mention at the end of the article that "a closed recirculation loop would have zero static head".  I do understand how this could be if an individual were to use a pump on the same horizontal plane as the recirculation loop.
In designing my closed loop manifold, with your latest input, I feel that to I am now going to need to "pull" from three 2" inlets plumbing directly to my external pump to get the desired flow rate from my closed loop manifold.  This added plumbing will be lowering my external pump from the display water line by approximately four feet.  In my limited, albeit improving, knowledge of plumbing systems, I would be convinced this should be incorporated in my equation for total dynamic head.  Is this appropriate thinking, and if yes how have I misinterpreted Dr. Sanjay Joshi et alt. statement which would seem to contradict my aforementioned thought.
<Mmm, don't know if I'm following you... just yet. But with the lines filled, no apparent low-pressure at the intake to the pump volute you should be fine here>
I feel like the carrot is dangling right in front of me when looking through the FAQ's from 1/06 but again but I am just unable to decipher the simplest of things .... "yep"!
Copied from FAQ on 1-6-2006:
I've looked at the data for the Sequence Reeflo Hammerhead (1 1/2" inlet/outlet) and see that the flow is 5400 GPH @ 5' head.  Since this is a
closed system, am I correct in assuming the head will only be from the plumbing or do I still have to consider the static head (5' from the pump to the top of the tank) as well?
<<Yep...and add a foot of head to that for about every 10 feet of horizontal run and again for each elbow/turn.>>
Is that "yep", he does need to take into account the five feet when calculating total dynamic head because it is a closed system.  Or is it "yep" he does need to take the five feet into account when calculating total dynamic head in his closed loop manifold.
<Am guessing, but I think the responder is referring to "induced drag" not really "head" per se>
Is pulling from three 2" inlets drilled into the back of my tank for my closed loop manifold an appropriate design.   I am attempting to supply an external pump that will drive 2400-3000gph out of my manifold.
<This is a bunch of water/flow... to move through a manifold/aquarium...>
I will also be using two of the bottom pre-drilled holes in my "reef ready 180 AGA" (ironic ... reef ready, yet I am looking at drilling?!!)
<Yes. Necessary with this flow/profile>
as returns from my 75 gal sump/refugium and the other two as drains into my sump/refugium (refugium turnover will be 4-6x).  The return form the
sump/refugium will be generating another 1000-1200 gph for a total display circulation 3400-4200gph when calculated with manifold.  I am trying to maximize circulation in attempts to give appropriate care to SPS corals.
<You'll do fine>
Am I making my display into Swiss cheese or will it remain structurally sound in the above scenario?
<? You'll do fine methinks...>
Or would you it be more appropriate to replace an inlet with an internal pump to maintain above values?
<I would skip on the internal pump/s at this point... Look into the Tunze line later if you see such a need>
I would like to avoid the later, but I do not know if it is possible.
<Is>
Thank you and all the WWM crew again in advance for all your patience in sharing your knowledge with all who ask.
<Mmm, I would utilize a "throttling mechanism" on the discharge side of your ext. pump for the closed-loop here... ideally an electronic-electrical one to save energy... that will allow you to adjust flow/pressure... Take care to situate your through-puts/drains sufficiently below water surface level to avoid cavitation, allow for screening, directing (perhaps thread by slip street els...). Bob Fenner>

Return Manifold, Pumps...General System Plumbing - 03/11/2006
I was reading up on this method to get better flow but just had a few specific questions.
<As vague as possible, please.>
I have an 80 gallon reef tank and I hate the powerheads. I have a return from my fuge that is probably pushing 250-300 gph. I want to build a closed loop system to eliminate the phs.
<Do you want a true "closed loop", or simply a return loop?>
My tank is not drilled but it has a piece of glass at the top of the tank under the canopy that I can rest items on.
<Better things to "fix" this in place.>
My idea is to build a loop system with 4- 6 outlets with a pump that is rated for around 1000 gph but not have the pump submersed under the water. Is this possible and what are the cons of this system.
<Quite possible. This is my preferred method of returning water to the tank.>
Also what pumps that are available would be the best choice for my idea.
<A shorter list to say which aren't...>
Thanks for all of your help and your knowledge is invaluable to us novice reefers.
Thanks
Dustin
<It's a lot to read I know, but I would go through our FAQ's until it hurts. A lot of different angles to take into account, but once you understand what not to do, the what to do makes perfect sense. Have you read the Calfo article re this? Grabs some toothpicks, prop open those lids, and let the coffee flow. - Josh>

Re: Return Manifold, Pumps...General System Plumbing - 03/14/2006
Thanks, I bought some pvc and started trying to negotiate all of the turns and filter and overflow and I think that it will end up being a pain rather than beneficial.
<Hmm...Shouldn't be that bad.>
I think I am just going to buy some new powerheads that actually get the job done.
<If you hated them before, this probably won't change. But...>
Thanks again.
<Sure Dustin. - Josh>

Overflow Questions   6/1/06
Hello Bob and the WWMC,
<James with you today.>
I hope all is well and Hawaii was fascinating (jealous).
<Talking for Bob, Hawaii is always fascinating, something different on every dive, correct, Bob?> <<Mmm, yes, but back in sunny southern Cal. now>>
I am starting to plumb my 50 gallon sump and refugium to my 150 gallon  all glass tank and looking for some expert advice.
I will make this quick because I know you are all very busy.
Is it possible to connect three separate hang on overflows (1) 900 gph and  (2) 1400 gph  to one central  3" drain pipe with vent?
<Yes, a three inch drain will handle this, but why on earth do you need that much flow for a 150 gallon tank?  Problem is, if the pump is not sized close to the gpm of the overflows, you will always have problems with air in the "U" tubes.  So, at least a 3200 gpm
pump would be needed...That's going to be an awful lot of water moving in your tank unless you are trying to establish a tsunami biotope. Ten to fifteen times the tank volume is sufficient.  You would be well over 20 times. Tell the fish to hang on for dear life.>
The over flows  planned  positions are...  a 1400 gph at each end of the tank with  the 900 gph in the center.
Thank you again for your time,
<You're welcome.  James (Salty Dog)>
Mark

Re:  Overflow Questions   6/1/06
Hello Crew and James,
<Hello Mark>
Thanks for the quick response. <You're welcome.> Hopefully these answers to your questions help clear up what I am trying to achieve.
The return pump will be a Mag Drive 36 external , with a 1" schedule 80 pipe (true 1" I.D.) return to a manifold system.
The manifold will have 8 outlets, if my calculations are correct I have 14 feet of head loss, total loss of 4.86 psi. Taking this into account, this leaves 852 gph of return divided by the 8 outlets,  which equals  106 gph at each nozzle.
If you think it is necessary, I can branch off the return line and with another gate valve control the flow back into the refugium or skimmer chamber. Sump flow is as follows, skimmer, 3 baffles, refugium, 3 baffles, return.
<A bit more clearer, Mark.  Think you should be fine here.  Do employ a gate valve at the pump to allow you to throttle down if necessary.  A return line back to the pump shouldn't be necessary.  If you want to double check your calculations, here is a link for you.  http://www.reefcentral.com/calc/hlc2.php
James (Salty Dog)>
Thanks Again for your time.
<You're welcome>
Mark

Re: sponge filter in QT tank (saltwater)... and manifold pb  5/27/06
Great, thanks for the reply! Sounds like I should cut back on total amount I'm feeding or if I go with a Copper band B/F, I should look at trading him back in or leaving him in the 125 gal reef (if I get lucky and he doesn't eat too much of my corals).
I have another question if I may, I put in a closed loop system in my 125 gal. (hooked up to a MAG12) I plumbed a manifold around the top of the tank with 8 outlets for lots of options on water flow direction. Would I be better off blocking off half of them so I get stronger water flow thus more turbulent action in the tank VS gentle flow out of all 8 outlets?
Thanks again, Mike
<Mmm, I'd get some slip plugs (insert, sans solvent) and push these in and see... may take pliers to extract... Bob Fenner>

Refugium plumbing question   4/18/06
Hi Crew-
<Ed>
I'm a bit confused about the best way to plumb a refugium, sump and closed circuit return loop.
<Lots posted re on WWM... and lots to consider... many "variations" on themes...>
I'm planning on setting up a 90 G Oceanic Systems "Tech Series" Tank with two return overflows and two Megaflow accessory kits.  The system will be designed to ultimately house SPS, LPS, Clams, Mandarin dragonets and  Wrasses.
<Not altogether compatible as you're likely aware>
To ensure that all are well fed I would like to run a RDP  vegetable refugium with Chaetomorpha macroalgae and a 4" DSB so that I can grow  pods.
Reef Invertebrates, Calfo/Fenner has an illustration  for a Downstream Refugium on Page 53.  If I understand correctly  the refugium should have a water flow of 5 to 10 times tank turnover.  This  would be significantly lower than the 14 time turnover I had planned for the  Calfo designed Closed Loop illustrated on the WetWeb site.
How can I marry these two seemingly contrary requirements?
<Two separate pumps, sets of plumbing... Bob Fenner>
Many thanks,
Ed

Re: Refugium, closed manifold recirc. plumbing question, reef stkg.  - 04/19/06
Dear Bob:
<Ed>
Thanks for your personal reply.  Perhaps I should have been more  specific in my selection of livestock.  It was my understanding that SPS,  Clams and a
limited number of well chosen LPS corals could be housed together  and that Mandarin dragonets and Rainbow/Flasher/Fairy  wrasses were  compatible. Am I wrong?
<Mmm, somewhat right and wrong... there are always induced problems with the mix of any/all Cnidarian species. Some much more grievous than others, and steps that can/have to be taken to alleviate these iatrogenic difficulties. Many LPS (an entirely arbitrary designation btw for many purposes), will consume dragonets... some can/will sting tridacnids...>
I've been reading everything I could on WetWeb and other sources on  fuges but can't seem to find a scheme for plumbing these two separately.
<Mmm, take them "one at a time"... entirely separate pumps, plumbing for each... You don't want to tie them together>
I  don't expect you to do my work for me but if you are aware of a schematic for  such a system I would appreciate being directed to it.
Complex plumbing issues are beyond my present level of  expertise.
As always I greatly appreciate your work.
Best regards,
Ed
<Please peruse here: http://wetwebmedia.com/marsetupindex2.htm
Take your time, record good notes... read the files as they appear of interest, from the top, front to the bottom, right... down and across... The indices have been arranged by me in this order with purpose. Bob Fenner>

Re: New 90 Gallon Setup... closed loop issues   6/13/06
Hello Bob,
   <Scott>
  Thanks for your reply.
   <Welcome>
  Based on the expert advice I have been getting (including yours), I decided to increase the size of my new system to 135 gallon. This will afford enough space for external pumps, and hopefully provide more options for (healthy and happy) fish stocking.
   <Great>
  Also, I believe this size should provide adequate space for my Centropyge aurantius (currently in quarantine and eating habits continuing to improve). Would you concur or should I consider finding another home for this beauty?  
   <In the wild this is one of the Centropyge species with a large "territory"... like many cichlids, it can be crowded a bit...>
  In discussing the new tank configuration with a LFS, they suggested an enhancement which I would be very appreciative to hear your thoughts about (I did not find it addressed in the Circulation FAQ's in WWM and apologize if it has been addressed before). Anyway, here goes - The current setup would use 2 overflows to feed an Ecosystem 3612 (roughly 1200 GPH per the manufacturer) and back to the display. The balance circulation (say another 1200 gph) would be provided by powerheads. My LFS representative suggests doing away with the powerheads and plumbing a separate loop taking water from the back of the tank (about half way up the tank) behind the overflow boxes (the boxes would be equipped with Durso standpipes so that a water column would remain in them). The lines would be joined together to feed a parallel external pump and back to the display via 2-3 additional bulkheads located at the lower portion of the tank.
   <Sounds like a plan>
  I like the idea because it eliminates the "issues" with powerheads such as heat generation, exposed intakes, etc., but am wondering if we are drilling too many holes in the back of the tank. Would you have any thoughts to share on this?
   <More holes can lead to more potential problems... if it were me/mine, I would not cut these through-puts quite so low... "just in case"... But near/closer toward the upper surface... not too close though, to prevent loss of water during change-outs>
  Thanks again for your help on this project.   
  Scott
<Glad to share. Bob Fenner>

Closed-Loop Plumbed Through Overflow? - 07/13/06
Friends at WWM,
<<Greetings Scott>>
What kind of problems would you foresee running a closed-loop and a sump out of the same overflow box?
<<Hmm...would appreciate a bit more information to wholly understand what you are attempting. You'll need to plumb each to its own throughput/drain...you'll need to ensure the box can handle the volume of water/won't starve the pumps...and then there's the noise such flow/volume brings...>>
Thanks,
Scott
<<Regards, EricR>> <RMF would NOT do this.>

Plumbing for a refugium & return manifold in 58 gal reef  - 09/14/06
Brent here.  Hope all the crew is doing well!  Basic background.  58 gal 36lx18,5wx21"h Tank.  Intended use:  Nice family project for my son, daughter and me.  My wife just shakes her head at our willingness to research, learn and spend bucket loads of money.  I'd like to point out that my 8 year old daughter is probably more enthused than me, and spends a lot of time searching the net for reef fish, inverts, and ideas to help the project out.
<Well worth the investment all the way around>
  She has even created her own little reef book complete with the fish, inverts and corals that she would like, noting common name, species, a little bit about the species, care, feeding etc along with a photo.  Beats shopping or playing with boys as she says!
<Oh yes!>
Anyway I digress.  Back to the issue at hand.  Reef display with some LPS and some soft corals,  mating pair of Ocellaris Perculas, Lawnmower Blenny, Royal Gramma, Six Line Wrasse, and a Flameback Angle added last, approximately 1 year after setup.  T5 - 6x39 watt hood.  I have a couple of general questions for completing the plumbing on my 58 gallon, sump and possible closed loop manifold.  Just working to fine tune the details and wanted to get your input.  58 has the corner MegaFlow overflow built in.  Wondering which manifold kit is better the Durso or the MegaFlow kit?
<Mmm, the former IMO/E>
   Megaflow kit has the return pipe and end fitting for the in-let and appears to be more complete with the perforated critter block for the inlet.
<Can get, thread in such a screen yourself...>
I have a CPR Large HOT refugium with maxi-jet 1200 that will incorporate MM with Chaeto and the CPR CF light unit. Lighting cycle in the CPR refugium to be on 24/7.  Although I'm not married to this photo cycle.
<I would go with an overlapping RDP myself... Chaetomorpha should not be illuminated continuously>
  I believe the CF is 19 watt?   I'm planning a 30lx14wx16 high sump/refugium with  4" DSB, sugar fine aragonite, a small amount of live rock to seed and Chaetomorpha algae with CF lighting 20 watt +/-.  Lighting to cycle in the sump/refugium off cycle from the display. I believe the actual refugium gallonage will be around 10 gallons, not including the 4" sand bed. I also have a CPR BakPak skimmer unit which I intend to have running full time.  I am planning to use a mag-drive pump, external, to handle the return which will simply be plumbed back up to the MegaFlow inlet pipe nozzle.  Just not sure if I should use the mag-drive 5 or 7 here?
<Mmm... if it were me/mine, the 5>
   I am also thinking of incorporating a mag 5 or 7 drive, internal, and creating either a manifold return closed loop with squid on 2 outlets or trying to incorporate Anthony's water return manifold http://wetwebmedia.com/pbh2oret.htm?
<A good plan. The seven here>
  Your thoughts and insight is well appreciated.  And thank you all for such a great site and willingness to help!
<An enlivening pleasure to share. Bob Fenner>

Re: Plumbing for a refugium & return manifold in 58 gal reef. Not quite ready  9/15/06
Bob and crew, thanks for the quick reply!  In re-thinking just slightly.  I am contemplating using Durso overflows for both the 1" and 1/2" down to a sump set up to handle both overflow in 1" in the main sump and 1/2" to the refugium part with bot