Due to increased tension levels lately (on other threads) I want to make it crystal clear that this is meant to be a debate about ideas and a disscussion of principles. Obviously you think my statement is wrong and I have no problem with that what so ever. Equally I think your statement is wrong and I hope that you don't have a problem with that or the way I express it....
JonathanM wrote:
Stuart Chignell wrote:
the primary function of a GB is solids storage so they can be removed over time as they are mineralised.'
The two primary functions of a GB are:
a support for bacteria (transformation of NH4+ to NO2- and NO3-)
a support for vegetables
If you like we can get into the aquacultural engineering calculations but for now discussion only.
A very, very, important nay essential role of GBs in systems without any other growing or filtration components is bio-filtration where the surface area of the media provides a habitat for the nitrifying bacteria to convert the TAN to nitrates. Without this function being performed the fish would die. In other words as I said an essential function.
Having said that it is still not the primary function. If the bio-filtration function of GBs was their primary function then we could size them much smaller than we do and we could size them much smaller still by using media with a higher surface area like scoria, hydroton or even better yet k1 biomedia.
Consider this the claim of the manufacturer of the K1 media:
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.
Taking the example of the k1 media and assuming a feeding rate 3% body weight per day a bio-filter containing 125L of K1 should be able to support a 1000L IBC stocked with 20.1kg of fish. Now if the the manufacturer is being a little "excited" about their product maybe we should double the size just to be safe but we would still end up with a GB/bio-filter that was only 250L to 1000L of FT or a 1:4 ratio.
I hope people would agree that this is way undersized for a GB system where the solids are not removed from the system. Of late (last few years) there are a number of ratios that are touted about the internet and this forum and while many of them suggest that you can have less GBs than the tried and true 2:1 ratio (GBs:FT) none of them go so far to say that you can have a ratio so biased towards the FT as 1:4 (GBs:FT), well not with any credibility at least.
The reason you will see some people on this forum still advocating for such relatively large GBs is because you need the volume of gravel to store the solids while they are turned from organic insoluble wastes into inorganic soluble nutrients. Also it has been found that when GBs are constructed to be 30cm deep they tend to provide enough growing area to keep the nutrients in check.
You could convincingly argue on this basis that the GBs primary functions were equally solids storage and crop production components. Indeed in systems where the GBs are installed with sufficient volume to match the fish feeding rate and are 300mm deep it would be hard to argue against this. However, there are a number of systems which we havn't heard much of lately that wanted to explore the concept of the volume of gravel being important not the volume of gravel that was 300mm deep.
These systems used gravel beds with depths of greater than 300mm to test how the GBs would work when the gravel was deeper. Some of them had GBs as deep as a 1m. Without the volume of gravel relative to the FT being increased this would decrease the square meters available for planting. These systems where designed to include other plant production components such as DWC or NFT to boost plant production and keep the nutrients in check. Lots of reasons for wanting to design and build a system this way but one of the inarguable features of such a system was that the primary function of the deep GBs was solids storage while they were processed within the beds.
You can have a system which incorporates GBs and DWC or NFT and if you where to isolate the system from the GB it would still function with the other plant components operating as the bio-filter. You could say that this is a completely different example and you would be right expect that the system could continue to operate for quite sometime before the solids became a problem because there was no component that was capable of processing them. In such a system the GB may be performing as a bio-filter but it certainly isn't its primary function also its role of plant production is secondary because if the bed was not planted the system would still perform for quite some time even if the DWC or NFT was not large enough to grow enough plants to keep the nutrients in check. A solution to this could easily be the addition of more DWC or NFT or more simply planting the GB but still the plant production function of the GB is secondary.
My system was one of these but unfortunatley I still haven't got around to building the DWC component, Outback Ozzies was another, I think TCLynx may have some deep GBs in one of her many systems. There are probably others but I can't think of any off the top of my head.
JonathanM wrote:
I definitely see an interest in the use of porous materials as scoria and expensed clay balls to increase the surface area.
You are absolutely right there is interest but my contention is that this interest is misplaced and misinformed. A couple of years ago a few people took this design principle to heart without being fully educated and reduced their GB volume (by reducing the depth) according to the media they filled the bed with. The result was dead fish which was then one of the examples used to justify the belief that it was essential to remove solids from AP systems and not allow them into the GBs.
The first person I saw to use clay balls in their systems was EB and the biggest reason he did and does is because commercially it is so much easier because they are so light. While materially they cost more any savings made by using gravel are lost to his customers because of the increase labour costs. I believe that if EB was in Victoria and WA then he probably would not use clayballs but scoria because scoria being so light and so cheap would win against clayballs. Again both have a higher surface area than many other gravels but it would be the light weight of the material that would be the deciding factor not its surface area.