Ok permit me to put it another way. We are talking about flow rates alone and assume you have some form of filtration. If you have gravel grow beds attached to your fish tanks, turning over the system water once per hour is a good minimum to start with not withholding the use of some serious formula to calculate accurately what you need. The 10kL:20kL example can be scaled down to suggest that if members are not running an aquaculture system alone (which we are not talking about) they will have some form of grow beds acting as a bio filter to some extent 1:2 (then we start up the argument of ratio advice).
Yes we are making a great many assumptions but unless everyone wants to send me the details of their system, everyone needs a guideline to start from or they will have to learn some engineering math and work it out themselves. Which I doubt will be the case. The alternative, is they take the advise of others that will lead to problems, or you can kill fish and learn from that.
I use that guideline to start the design of aquaculture farms, with filtration. Then the filtration is worked up from there and has only needed be changed for some species of fish. For example, salmon require strong velocities because when they swim in the current it is like body building for them, if they are in still water they do not put on weight, they lay down fat. Further, the velocity in a tank must not be too high (approx. 0.3m/s max).
Even further still, your plants will not like the kind of flow rates your fish need so those using filtration will be diverting the flow back to the tank in an attempt to reduce the flow rate to the plants. If you do not have filtration, you can only slow down the entire system. Which in turn is worse than speeding it up.
Considering I use this basic guideline for commercial aquaculture, it will be overkill for low density back yardies. That is why I can confidently offer it as a safe starting point. If you have inadequate filtration (eg not enough grow beds or dirty ones) increasing or decreasing that flow rate will have little to no effect on your TAN removal capacity. Bio filters do not work that way.
So, I suggest you start with this flow rate and as with any system the first month should consist of daily water testing. The first 10 to 14 days are your danger zone where only heterotrophs are present converting organic waste (poop and wasted feed) to ammonia. After 10 to 14 days and if you have sufficient amount of ammonia your nitrosomanas will be present enough to oxidize the ammonia to nitrite. The next 2 to 4 weeks is another danger zone for the nitrobacter (these guys are inhibited by ammonia) to take a hold and oxidize your nitrite to nitrate. During this 4 to 6 weeks you will be required to "manage" the water. If you are outside that time and can not get stability, your filter is insufficient. No manner of water flow will change that.
Perhaps Gary, you would like me to offer the formula for calculating if your bio filter (grow bed) is adequate, before you get the fish? I thought this would have been in your book mate...
Because the formulas are complicated I will give you a few examples. This calculation has a very large safety net and many assumptions.
Assumptions made:
- Surface area of expanded clay of 90m2/m3 (can be 2500 but when those pores are blocked with organics that number is drastically reduced to 90m2/m3 - always use worst case for biofilters as the activated surface area will differ from the actual surface area often lower.)
- Feed protein 35% (majority of native fish feeds are around this mark though carnivore (barra) feeds are considerably higher - Also younger fish tend to have higher protein diets)
- Feed rate 2% (this varies with the fish age but generally at the end harvest weight you will be feeding this rate or slightly less 1.5%) (good place to put your safety net)
- Nitrification rate 0.45 (this is unknown for clay media in a static environment - if someone knows this, let me know - for this I will use the "norm" for a fluidized moving bed which will be higher than a static grow bed but we make up for that in the bio filter efficiency below)
- Bio filter efficiency 20% (this is quite low, commonly 50% or higher but your bio filters are full of solids so the efficiency is greatly reduced)
- Passive nitrification 10% (this is the nitrification happening outside of your grow bed, pipes and fish tank)
- Culture density 10kg/m3 (a good place to start)
- Number of fish 20 (500grams)
The results from above suggests n 203grams per day of feed with 100liters of expanded clay. In this scenario roughly 2grams of feed per day per 1 liter of expanded clay.
If you change any of the above assumptions the required filtration will change with it. A few examples:
Double the stocking density, your media amount doubles.
Increase the protein in the feed and the media amount increases.
Increase your feed rate, the media must increase with it.
Increase the bio filters efficiency, the amount of media needed is reduced.
And so on it goes....
Now that you have figured out your TAN removal, you can work out your flow rate. Unfortunately this is also complicated and I am not able to simplify it for you. However, it is calculated from the following:
(TAN available after effluent removal) / (desired TAN concentration (generally 1.8mg/L) x (the biofilters efficiency to remove TAN).
The resulting number for the TAN removal above is 16L/min. 16 x 60 = 960liters/hour. Considering the fish tank volume is 1000liters + grow bed volume 100litres (if we have 100liters of clay) the total volume of the system is < 1100liters with a flow rate of 960liters per hour. I will suggest that my minimum guideline of turning over the system water once per hour is sufficiently adequate for those starting out. If anyone has less than 100liters of expanded clay and more than 10kg/m3 you will have time to expand on your growbeds. Though I would guess most members here will have more than two bags of media.
I respectively suggest you keep this in mind, Gary when next you are generalizing with your "mythconceptions".
Cheers
Paul V



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