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 Post subject: Re: New System Challenge
PostPosted: Aug 15th, '08, 23:26 
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Quote:
The design posted by Frank is designed to overflow to systems that require solids removal....


Right,
but it is not limited to this, but rather much more than this: it allows for removal of solids for systems that require solids removal AND reintroduction of them right on the spot where that isn't the case.

It ensures rapid solids removal from the fish tank like all systems should (and most do).

It all but guarantees a quick removal of these solids, thus limiting aeration issues for both plants and fish to a minimum.

It allows for simple other applications for the excess nutrients.
It allows in a novel and more efficient way for breeding worms/duckweed with the excess nutrients

It further allows for increasing fish density without increasing space needed for plants

It is flexible in that it can be adjusted to all imaginable situations: few fish, lots of fish, few plants, lots of plants... and all situations in between.
It shows the possibility of overcoming the main problem in AP: that of balancing a system to fish load and plant space and aeration needs.

Like other AP systems it lets nothing go to waste.

So far there have been doubts, but none have showed to be substantial. All existing solutions can be adapted to this concept.

It is as energy efficient as it could possibly be, whether in horizontal of in vertical setup.

It is all in the spirit of KISS.

What more can you expect?

Greetings

frank


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 Post subject: Re: New System Challenge
PostPosted: Aug 15th, '08, 23:34 
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Sorry Ozzie,
"Ozzie" should have read "Dufflight"
I was a bit quick in trying to answer everybody's questions

But maybe like me and Dufflight you don't mind a good beer while working on your plants/fish?

Sorry again for the confusion.

Frank


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 Post subject: Re: New System Challenge
PostPosted: Aug 16th, '08, 00:56 
Frank wrote:
It further allows for increasing fish density without increasing space needed for plants

It is flexible in that it can be adjusted to all imaginable situations: few fish, lots of fish, few plants, lots of plants... and all situations in between.

How??

Frank wrote:
It shows the possibility of overcoming the main problem in AP: that of balancing a system to fish load and plant space and aeration needs.

Sorry Frank, but here I must simply say you are wrong...and it's a fundamental flaw in your system design....

The need to balance a system to fish load and plant space (besides aeration and assuming solids removal) is fundamentally driven by the need to convert toxic ammonia wastes.... bio-filtration...

The conversion of Ammonia to Nitrites by Nitrosomonas bacteria... then conversion to Nitrates by Nitrobacta bacteria....

The only "bio-filtration" available in your proposed system design will take place in any media in which the NFT plants may be housed (ie net pots) and/or by surface area of any floating rafts employed....

Although there are no dimensions contained within the system drawing... it would be my contention that a normal 12mtr NFT channel (approx 40 holes) x 6 channels (probably not more given height restrictions)....i.e a total of 240 holes/plants....

Plus, lets assume a 12mtr x 3mtr growbed/floating raft... another (say) 260 holes/plants...

Would give you a bio-filtration capcity of 500 plants.... barely enough IMHO to support any more than a very LOW stocking density of fish.

That's the beauty of media growbeds.... they provide the bio-filtration (as well as aeration) required to process fish wastes... ammonia...

With the additional benefit of providing a surface area and depth to support plant growth.... the FUNDAMENTAL beauty of aquaponics....

The balancing of bio-filtration capacity to fish load is CENTRAL to any aquaculture and/or aquaponics system... it is THE limiting factor regarding stocking densities....

Whatever the merits or otherwise of your system design.... it simple doesn't have the bio-filtration capacity to allow for anything other than a limited stocking density....

Even if it were to acheive a balance at a low stocking density....It certainly doesn't allow for expansion...

Yes the duckweed will convert some ammonia waste... it thrives on it... not the conversion of solid waste... which I still believe is likely to become anaerobic in your design....

Unless that is ... everyone on both this and the barrelponics forums are completely wrong....

As further evidence... look to those commercial systems here in Australia that utilise principles of your design.... Taylor Made and Barramundi Blue...

Both remove solids, employ massive external bio-filtration units...to achive their bio-filtration...

And then utilise nft systems comprising many hundreds of thousand of holes.....
Attachment:
Barra-blue-grow (Medium).jpg
Barra-blue-grow (Medium).jpg [ 69.32 KiB | Viewed 1040 times ]


To utilise the remaining nutrient rich water for plant growth... to extract the nitrates from the water (a potential environmental pollutant problem)....

And then they run to waste and employ significant water exchanges....

Of course you could add an external bio-filter to your proposed system design... and run it just like those mentioned above....

An open loop aquaculture operation... with some NFT capacity to utilise nutrient waste water... a purification system, before dumping...


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 Post subject: Re: New System Challenge
PostPosted: Aug 16th, '08, 02:47 
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Quote:
it's a fundamental flaw in your system design

Quote:
it simple doesn't have the bio-filtration capacity to allow for anything other than a limited stocking density....

again some very extreme expressions :roll:

again you make it evident that you have still not studied or understood completely the system proposed, Rupert.
Or, to say the least, I think you still are not trying to take a positive approach.

Because now you are claiming I might lack an understanding of the fundamentals of biofiltration.
I think you far underrate me.

For first you insist that a floating raft part is incorporated in my concept.
That is only fruit of your own imagination: the bottom bed is a growbed filled with media.
I have never and nowhere suggested otherwise.

For second: I have studied biofiltration very intensely and even composed a very thorough Excel spreadsheet on how to calculate biofiltration media volume needs in recirculation systems based on fish density and daily feed rates as you should have noticed.
It includes a calculation of recirculation flow needed for aeration based on the same data and on O2 in and out concentration.
(of course I didn't invent the formulae, that was done by very respectable professors with years of cumulated experience that very much dwarf me).
But I collected these formulae and gathered them into a workable spreadsheet.
Please someone tell me some shortcuts on how to post an Excel spreadsheet so you can judge for yourself.
It should interest you all or at least trigger your curiosity, I think.

For third you choose to ignore completely and blatantly very important parts of my posts which would make you think twice before printing some of your objections. i.e.:
Quote:
At higher densities, I would drop some floating beads under a screen in the solids settling tank to also eliminate floating debris and ensure nitrification in all circumstances even if recirculation is not over the growbeds (I have calculated that you need 5 l of beads per m³ of fish tank at a fish density of 100 kg/m³ at a feed rate of 1.5% = 1.5 kg/day/m³).
I tried to enclose the excel filter biomedia calculator but that seems to have failed. Please instruct me.

This passage not only shows that I really am aware of the need of biofiltration, but also makes your whole last post superfluous.
AND it ensures that the lower growbed could be replaced (should you wish so) by a floating raft tank, which I never before have suggested. I repeat that is fruit of your imagination.

please do me the favor of reading in depth what I write, Rupert
It is impolite not to do so and still insist on the right to comment.

For the record: I still am enjoying this discussion even if I express myself quite strongly sometimes
not because I have a strong belief in myself but because my deductions are based on strong fundaments and thorough study and in depth reading of papers and posts.

Maybe you would like to sum up and review all your initial worries concerning this concept.
I believe I have countered each and every one of them with persuasive answers.

Quote:
Unless that is ... everyone on both this and the barrelponics forums are completely wrong...

allow me to ignore this challenging statement and not comment on it. I have on numerous occasions expressed my gratitude towards contributors on ALL forums.

have a fine day
friendly greetings
:cheers: :cheers:
Frank


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 Post subject: Re: New System Challenge
PostPosted: Aug 16th, '08, 06:03 
Frank wrote:
For first you insist that a floating raft part is incorporated in my concept.
That is only fruit of your own imagination: the bottom bed is a growbed filled with media.
I have never and nowhere suggested otherwise.

Nowhere in this thread have you said that the bottom growbed is filled with media Frank

Perhaps an oversight.... but your diagram doesn't show any indication of it either...

As such I "postulated", on more than one occasion, that it appeared to be operating as a DWC tank... presumably with floating raft...

Up until know you have never corrected that impression....

Perhaps as you say... it's clearer in your mind than you have presented it .. or than I have interpreted it... and I tend to write as I'm "thinking"... perhaps leading to a mis-conception of my "mood"...

And I accept that the design is being "tweaked" as the discussion progresses...

Lets us then accept that it is indeed a media filled growbed.... running, neither as a continuous flow system.... nor flood and drain... but possibly a slow (depending on pump) drain....

Some people maintain a continuous flow system (with high flow rates) provides good results... however... you have indicated this is not the case....

Frank wrote:
There is no growbed drain. All there is is a compartment in which the pump is located. The pump is controlled by level switches, so it would not run continuously. It is not intended to run continuously. It is intended to provoke an ebb and flow effect.


Flood and drain growbeds provide a high degree of oxygenation.... while some oxygenation may occur through the series of NFT pipes.... IMO... this could be minimal depending on "flood" levels, rate of flow and period of "ebb"....

You've postulated that the initial pipe would effectively be flooded to near overflowing...

... and that subsequent pipes would also be ....

Frank wrote:
Plant root aeration is ensured not by the water (which might be O2 poor depending on settling tank draining frequency) but by ebb and flow in both NFT and growbed(s) as already explained.
And it is not a "trickle flow".
and it is not slow either:
each time the pump starts the gutters are quickly filled to overflow. If you want to limit flow in the gutters, put overflows on both sides of the gutters.


With the only aeration occuring...when the pump cycle stops... and the water drains from the NFT pipes... how quickly this occurs is dependant or various factors... as you noted...

Frank wrote:
Each time the pump is stopped, the gutters start to drain.
Draining speed is determined by drain hole size and number.
Draining height is determined by drain hole position.
Aeration is ensured each ebb cycle.
Flow cycle aerates the water.


How often this "ebb and flow" occurs in the NFT section is dependant on how long it takes to "drain" down the growbed to lower switch level... or timer...

Frank wrote:
ebb and flow frequency is determined either by growbed size and pump capacity if regulated by level switches or can be regulated by a timer.


Which then reactivates the cycle, beginning by pumping to the tank... the major point of oxygenation...

Now .. to my mind the pump capacity may not need to be that large... it certainly can't have a flow rate any more powerful than what capacity the solids settler and top NFT pipe can handle without overflowing...

So the question in my mind is then... would the rate of flow being pumped from the growbed be sufficient to lower the level such that the pump is switched off.. hence the growbed drained down...without overflowing the settler and/or the NFT...

Or would the flow rate end up effectively being continuous and maintaining a certain level in the growbed???

As suggested this may possibly be overcome by the dimensions of the growbed...

Frank wrote:
Of course fast enough water access to the pump compartment must be ensured. This is easy: make the compartment big enough and the connecting faces permeable or else lay some drain pipes along the bottom of the growbed leading to the pump compartment.


But, by making the growbed large enough to ensure enough water access to the pump... requires that it be exactly matched to the outflow from the NFT.. so as to not overflow

Probably not impossible, but I suspect it would require a fair amount of "fine tuning" to get the dimensions of the component parts and pipe sizings right...

Obviously, the flow rate of the pump could be modulated, possibly even to incorporate an extra oxygenation affect...

And you have incorporated an additional overflow from the solids settler to allow for some of these factors...

Another possible means of inducing more oxygenation might be to incorporate a "venturi" straw into each of the NFT elbows between rows... to draw more air in..

Frank wrote:
Having a second overflow on the solids settling tank draining directly to the pump compartment or growbed distribution pipe allows for adjustable flow to both the NFT and the growbed(s) or directly to the pump compartment if one of both overflows is adjustable


I'm still unsure though Frank... as to whether or not the system will drain down the growbed... or just find a balance that matchs the pump flow rate, and maintains a constant height in the growbed...

Regardless , I still feel that the (possible) slow "ebb" of both the NFT and more particularly the growbed... wont provide very much oxygenation to either the water or the plants....

It might be that it's a matter of build it and see....

To me it seems somewhat complicated and finely "balanced" in terms of setting it up... although I do see your "simplicity" in terms of water flow...

With regard to blocking/clogging/water channeling...

Frank wrote:
The combination of all the above would reduce clogging to the utmost minimum if not completely if you remember to cover up unused holes to avoid algae growth.
No blocking, no "subsequent loss of water" at all (which would not get lost anyway -don't know where you fished this idea- : even in case of -extremely unlikely- blocking, any blocking, partial or not, would drain the water back to the growbed(s).


I think that you have totally underestimated the amount of root growth that can occur in NFT pipes Frank.... and IF any NFT pipe was to block... then surely it must overflow...

Not lost as such ... if you connect tubing from each pipe overflow to return to the growbed... and if the tubing has sufficient capacity to cope with the inflow from the settler tank, or previous NFT pipe...

Frank wrote:
At higher densities, I would drop some floating beads under a screen in the solids settling tank to also eliminate floating debris and ensure nitrification in all circumstances even if recirculation is not over the growbeds (I have calculated that you need 5 l of beads per m³ of fish tank at a fish density of 100 kg/m³ at a feed rate of 1.5% = 1.5 kg/day/m³).


Then to stock at those densities... usually only achievable in the most sophisitcated aquaculture facilities.... according to my aquaculture course notes..

1.5kg of feed would require 0.33kg of oxygen just for metabolism....

1.5kg of feed would produce 0.0375kg of ammonia....

Densitites above 40Kg/m3 are only achievable with the use of direct O2 injection and high flow...

I would certainly query you figures regarding bead/feed rate capacities Frank...

Specs for Kaldness media... recognised as the "bees-knees"...

Quote:
50 Litres of K1 media will handle up to 250 grammes of food per day and for K3, 225 grammes of food per day.


So to process 1.5 kg of feed would require 300ltr of kaldness K1 media..

You'd need a fish tank of at least 2000ltr... with your figures...

And a settler tank of a fairly reasonable size...to house the beads and solids inflow...300ltr of beads by your calcs...

Typically such a filter would be nearly a m3 itself... and contain up to 1000ltr...

So fish tank at 2 tonne and settler tank at 1 tonne... all raised... would require significant structural strength... engineering... and cost...

Most other "bead" type filters require daily cleaning, usually by backwashing... the kaldness technology is self-cleaning, but benefits from periodic backwashing....

All up Frank.... I do see some nice design points.... but I also see impracticalities in terms of cost, access, maintenance, plant capacity...and oxygenation...

Combined with the degree of fine tuning required.... doubts over bio-filtration as you propose....

Sorry... I'll go for a more standard, tried and tested "flood and drain" growbed system to deal with the solids... and then utilise NFT as an addon...

And there's no way I'll push much beyond 40kg/m3....

But best of luck to you Frank.... look forward to seeing your implementation and wish you success... :wink:

And I'll supplement both with additional oxygenation....


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