Plenums and the wasting "option"

A few people have asked for graphics of the plenum design. I have had to do some piddling, to get the conversion working. I think I've got a handle on it now.

There is nothing very fancy here, just some PVC. The hole size and number, relative to substrate area, is a tad bit more interesting. There is some good information regarding number and size of holes, flow rate, frequency, volume, etc. in the first 8 posts on page 1 for those who are interested.

For Kris, voodoody, and whoever else, the graphics: :D

http://reefcentral.com/gallery/data/4097/95799Feeder_tubes_and_hole_points_70-100.jpg

http://reefcentral.com/gallery/data/4097/95799Hex_Plenum_Perspective_60-90.jpg

> barryhc :)
 
That's certainly a beautiful design. I'm curious as to why you get a better flow from pipes branching from a center pipe rather than having all of the pipes connecting together with multiple cross-connections?
 
"Umm said:
That's certainly a beautiful design. I'm curious as to why you get a better flow from pipes branching from a center pipe rather than having all of the pipes connecting together with multiple cross-connections?

The shortest, and most "even" distance from a feeder tube extremity to the primary collection point, causes the most "evenly balanced" flow. It wasn't difficult to make.

> barryhc :)
 
Here is a design for a 55 gal. setup.

http://reefcentral.com/gallery/data/4097/9579955_gal__plenum_perspective_80-90.jpg

The plumbing shown, is all 1/2" I.D. PVC. The connector manifold ( between the 2 sides ), could be lowered, by using two 45's in place of the two 90's shown.

In addition, the size and number of holes, would be appropriate, at 208 .047"( 3/64" )dia. holes. There are 52 individual "feeder tubes", so that's 4 holes, for each feeder tube.

A 3/4" I.D. "up tube" would also be appropriate here, and the 208 holes, would represent a 33% restriction to the 3/4" up tube.

This restriction improves flow balancing considerably. :idea:

Hey SaltyJoe, you got that carbon thing "rigged up" yet? :p

> barryhc :wave:
 
Great Design!!!!!!!!!

Great Design!!!!!!!!!

barryhc,

Just a suggestion with the drilling of the manifold, drill more holes in the outer tubes and as you get closer to the main draw tube connection, have fewer holes.
This will allow for a greater even draw in the manifold, there will be more suction from the holes that are nearest the main draw connection. Great design!!

:D CaptiveReef:D
 
Sorry, I've been buried under work. I know that when pushing water _out_ and when it's important the water pressure be as close to the same for each hole as possible, the irrigation guys use a grid with many cross pieces. That's why I was curious.
 
"Umm said:
Sorry, I've been buried under work. I know that when pushing water _out_ and when it's important the water pressure be as close to the same for each hole as possible, the irrigation guys use a grid with many cross pieces. That's why I was curious.

That type of grid can be made to work, if the outer "rim" is larger than the feeder tubes. The restriction ratio, as mentioned above is highly beneficial to all designs.

Kbmdale has a graphic of that type of "grid" on page one.

Thanks for staying with us. > barryhc :)
 
Re: Great Design!!!!!!!!!

Re: Great Design!!!!!!!!!

CaptiveReef said:
barryhc,

Just a suggestion with the drilling of the manifold, drill more holes in the outer tubes and as you get closer to the main draw tube connection, have fewer holes.
This will allow for a greater even draw in the manifold, there will be more suction from the holes that are nearest the main draw connection. Great design!!

:D CaptiveReef:D

That is quite true, but it raises other issues( area of substrate "covered" per hole ). In any case, for the 55 gal. example, 3 holes near the "collection point", then 4, and then 5, near the "ends".

In all cases, the aforementioned "relative flow rectriction" is very important to maintaining "flow balance".

Thanks Greg, > barryhc :)

ooPS: By the way, "substrate layering", draw depth, and bacterial recovery time, remain my currently most interesting aspects of High Frequency Wasting. :hammer:
 
All right, you can call it "bumping" if you like, but there are many different potential approaches here, and yes, I am in the "High Frequency" version, so Ok, fine.

We've got the High Frequency approach.

We've got the Low Frequency ( or occasional )approach.

And then there is "layering" of substrates, or not.

Plumbing, Particle Migration, bacterial populations, oxygen gradations, too "complicated", ( yeah, right ).

Etc. . . . .

Let's keep it going folks, DSB's take 3-5 years( or more ) to explode, or cause problems. Maybe "never", some say.

No "magic bullets" tomorrow afternoon, sorry.

"WE" might have an option, 5 years from now, when the "----" hits the "fan", if the plenum is in there.

That's the big complaint isn't it, that "we" don't want to "tear-down" when everything has been "running so nice" up until "now".

So? > barryhc :)
 
Well, I read most of this thread (8 long pages, cut the chat geezs).

I have a lot of hydraulics and pneumatics background and some thoughts.

Have you tried doing a test draw in a tub with some food coloring streamers? I don't think your going to get the even flow your wanting. I would strongly suggest you setup this in a tub, then drop some food coloring in there but don't mix it. Then do a test draw and see if the coloring at the ends moves the same as near the draw pipe. I don't think it will given the fluid dynamics. Basiclly to have flow you need a delta pressure, each hole in the pipe will provide a way to decrease that delta pressure so by time you get to the end there wont be as much so then you get less flow through that hole.

As for the amount of water you want to pull its not going to be the volume of the area of the tank times you wanted depth. It will be that volume minus the volume the sand takes up. Depending on the size of grain used it will vary the amount of water actually held in the sand and then the limit of the draw to protect the teria.

As for a system to get the wanted flow pattern thats a little harder (IF the system now has flaws, testing needed). Think about this one. For a given area of sand you will have a maxium flow value based on the porosity of the sand and water colume above it. I would suggest to use a matterial that has the same porosity or a little less than the TOTAL sand bed. Then make the "plenum" or draw space the size of the wanted water draw. Then provide away to rapidly drain this area and replace it with a nitrogen purge. This would then allow for the fastest most even flow the bed could take. The amount of water moved would be limited when the space is filled backup with water again. The nitrogen would be pushed out through a vent as the water flows down.

I totally understand what your end need is and why you want to do it. But like what has been said, its going to take a lot of good testing and TIME to prove out a system. I don't even feel the true book writting "experts" have spent the time to prove out there ideas 100% yet.
 
fppf said:
Well, I read most of this thread (8 long pages, cut the chat geezs).

I have a lot of hydraulics and pneumatics background and some thoughts.

> My hydraulics and pneumatics background is only experience, and plenty of it, but no formal training. Some of the statements that I have made are "seat of the pants" so to speak, but, I am ready to defend them right up to the "understanding"! :p

fppf said:
Have you tried doing a test draw in a tub with some food coloring streamers? I don't think your going to get the even flow your wanting..

> No, not with food coloring, but I did do a flow test for even flow at the "plenum" ( meaning through the feeder holes ), and it was consistent to within 10%. In other words, the plenum plumbing itself, flows consistently, pressure, or, "vacuum wise" to within 10%, using the "total feeder hole area" to "draw tube area" restriction ratio "method" for accomplishing "balanced flow", and that is again, 33-50% restriction, by way of total feeder hole volume, to "draw tube area". This will "fall-off" if "low flow rates" are used, which I insist on avoiding. "High Flow" only.

fppf said:
I would strongly suggest you setup this in a tub, then drop some food coloring in there but don't mix it. Then do a test draw and see if the coloring at the ends moves the same as near the draw pipe. I don't think it will given the fluid dynamics.

>If that test is conducted by anyone on my design, they will observe even flow balancing within 10%. I cannot conduct such a test now, because the plenum that I built is under 6" of substrate, and 35 #'s of live rock.

fppf said:
Basiclly to have flow you need a delta pressure, each hole in the pipe will provide a way to decrease that delta pressure so by time you get to the end there wont be as much so then you get less flow through that hole.

> And that is the reason for "CaptiveReef's" suggestion for "more holes near the extremities", and that is one of several remedies, available to counteract "delta loss" near the "extremities".

fppf said:
As for the amount of water you want to pull its not going to be the volume of the area of the tank times you wanted depth. It will be that volume minus the volume the sand takes up. Depending on the size of grain used it will vary the amount of water actually held in the sand and then the limit of the draw to protect the teria.

>You are quite right here, and thank you very much! One pint of flow, on my system, might now be 1", if we find that "substrate typicaly uses up 87.5% of the "available volume". Thanks for the contribution, "we" all needed that. ( very important seriously! )

fppf said:
As for a system to get the wanted flow pattern thats a little harder (IF the system now has flaws, testing needed).

>All systems will have flaws, we must overcome this with better information. Until we know more about the depths of these bacterial processes, we cannot accurately estimate the appropriate depths of the "substrate", relative to the "Bacterial recovery time", relative to downward "flowrate", "relative" to E=MC squared. ( and Particle Size, of course )

I could easily bombard this thread with mathematical formulas, that I can take right out of my head ( and further with real fancy ones that I will research, just as soon as anyone gets past the "former" ) until it only took a "Nano-Second" for everyone to "head for the hills" ( or down one of Bombers'
"worm holes" ) on this idea. I have been very careful not to do so.

If this project is going to be successful for the "Typical aquarist", it must be understandable in reasonable "laymans terms".

Typical Aquarists are rather intelligent people, so far as I have noticed anyway.

fppf said:
Think about this one. For a given area of sand you will have a maxium flow value based on the porosity of the sand and water colume above it. I would suggest to use a matterial that has the same porosity or a little less than the TOTAL sand bed.

> Huh? Is this "relative" to "Particle Migration", or something else? Material for what? ( TOTAL what? )

Could you "expound" on this? ( "I don't get it" )


fppf said:
Then make the "plenum" or draw space the size of the wanted water draw. Then provide away to rapidly drain this area and replace it with a nitrogen purge. This would then allow for the fastest most even flow the bed could take.

Look, I'm listening here, but you're "gonna hafta" run "thatun" by me "agin there pardner".

fppf said:
The amount of water moved would be limited when the space is filled backup with water again. The nitrogen would be pushed out through a vent as the water flows down.
]

And the "function" here is?

fppf said:
I totally understand what your end need is and why you want to do it. But like what has been said, its going to take a lot of good testing and TIME to prove out a system. I don't even feel the true book writting "experts" have spent the time to prove out there ideas 100% yet.
:p

Or 20% for that matter, in this case, but you are quite right.

Look, this may have seemed a bit "reactionary", if you like, but, I've left you with some questions, and if there is something else that you think that I am not understanding properly, by all means, "lay it out here". :p

And thank you very much for becoming involved, "we" need all the help we can get!]

> barryhc :) :thumbsup:
 
You know, I said before, some "real engineer" ought to come in here, and just "kick my a$$". I hope this fellow is up to it.

It couldn't hurt could it?

> barryhc :)
 
How did you come up with the 10% numbers may I ask?

Yes you can try to compensate by chaning hole sizes and by having the total area of the drilled holes less that the area of the final drain pipe.

I work with some of the brightest and best engineers everyday. I work in the aerospace and military aircaft industries. Before that I worked at a company making pressure and flow transducers.

Anyway, even the best engineers test the numbers. Fluid dynamics has a lot of "Black Art" its right up there with RF and high GHz band width stuff.

My idea I'm trying to relay here is to make almost a trickle filter effect in the plenum. If you remove all water under the plenum faster than the water can flow through the sand and replace it with a low pressure nitrogen space then the pressure would be totally equal across the whole bed. The trick is to not let any gas up into the bed, which is where the barrier would come into play. It would help make it so there is always a positve pressure gradiant.
 
Ok, let's see.

So we have a 1/2" I.D. "pipe", and we're using .047" dia. holes in this pipe.

Now this 1/2" I.D. pipe, has an actual I. D. of about .580 to .600 of an inch right?
So, this .590" Dia. hole, has an area of .2734 sq. in. right?

All right now, so these .047" dia. holes are going to have an area of .00173 sq. in. right?

Ok, so now this first .047"dia. hole is going to reduce the "Continuing Delta factor" by .633% right? we're all still here now aren't we?

So, now the "continuing Delta" is only 99.367% right?

Well, "alrighty then". So, by the time we get to the flow, from the 52nd hole, at the extremity of each central collection point, on the 55 gal. design, we're going to be looking at 72% right?

Now let's apply CaptiveReefs idea about a different number of holes near the extremities.

So, 5/3 = 167% right? . . . "times" 72% = 120%, right?

So that's a bit too much at the "extremities".

Well, I guess that's a little bit of "overkill", but I guess we get the idea, heh?

> barryhc :p
 
Well, I see what you're relating to here with the nitrogen purge, and I don't work for NASA or anything, just a "Old Crusty Fart", I guess.

We're pasiing replies again already, I always find this "comical".

The Nitrogen purge is well taken, but do you have any response to the reply that just got "passed"

Thanks again, > barryhc :)
 
There is a lot more to the problem than just the hole size. Yes its a start, a very good start. But every elbow, joint, inside surface of the pipe, flow tubulance and tons of other factors will change the results. Now granted a lot of varibles will have only a little change and can be ignored. Its the unknown factors that you lead me to want to test the system in the real world. I have seen a lot of stuff work on paper but not follow the "laws" when on the bench.

Man keep your panty hose on, I'm multi tasking here.
Trying to finish the BOM for my tank controller.
 
fppf said:
Hey, how did you think I know how to work with Titanium if I was not in aerospace :D

Ever hear of "Ultasonic Horns", I've made a lot of them. Ti-6Al-4v.

I make the best titanium ultrasonic horns, anywhere in the world, I kid you not!

> barryhc :)
 
fppf said:
There is a lot more to the problem than just the hole size. Yes its a start, a very good start. But every elbow, joint, inside surface of the pipe, flow tubulance and tons of other factors will change the results. Now granted a lot of varibles will have only a little change and can be ignored. Its the unknown factors that you lead me to want to test the system in the real world. I have seen a lot of stuff work on paper but not follow the "laws" when on the bench.

Man keep your panty hose on, I'm multi tasking here.
Trying to finish the BOM for my tank controller.

Atta Boy!

But if you look at the graphics of my design, posted in this thread, you will see that all of those factors have been very, and I say again, very carefully minimized, and consider the people who are concerned with what they see as the "overkill" in my design, as it is!

Besides, like I said, I did test it! want some details? > barryhc :)
 
I'm all about details, thats where the devel is.

It says something to work with Ti, but you already know that.
Does your proccess require you to weld or just machine. Not that machining it is easy, but welding adds that extra little plus! Every try to drill "Super Invar"
 
Back
Top