scotty435 wrote:
This would be really interesting to test a growbed for the dissolved oxygen drop from inflow to outfall to find out when a bacterial die off was becoming likely. If the DO is low going out, an increase in temperature (and lower oxygen carrying capacity) could cause a die off but you would be forewarned. Don't know if this would work in practice but it might be worth trying.
It would be an interesting test. I would not be too concerned about a bacterial die off but a population explosion of a species that competes with your nitrifiers. The reduction of oxygen will certainly reduce the capacity for nitrification.
netab32 wrote:
... and I also noticed that using swirl filters and bio digestors - which are two simple elements that are easily incorporated for stopping solids build-up of waste and creating anaerobic areas - werent considered in the gravel media discussions regarding oxygen depletion?
This is definitely not a dig Earthan Group... just an element that hadnt been discussed by you as a potential answer to the problem and a curiosity as to why.

I suppose fragmenting of conversations is the bane of discussions on a forum. In this scenario, I think Steward is planning to use the gravel beds as the primary filtration for a large system which includes a low oxygen sensitive fish at high densities. I did ask the question why deal with your solids inline? Which suggests the use of other filtration methods prior to the grow beds but I did not specify what filtration.
netab32 wrote:
... Also, in your discussions regarding 'oxygen limits' of a system... why is this a problem if you could use swirl filters, bio digestors, and then incorporate a DWC element to your system which follows the GBs? Especially as these need to be oxygenated anyway... wouldnt this re-introduce oxygen into the system to make allowances for any losses through anaerobic activity in the GBs?
While you can add these to take the waste off to a side stream treatment, I doubt you will get enough of the solids out of the line using swirl filters and the remaining solids will become a problem over time at high density. Even at low density feed loads it is just a matter of time.
To give you an example that might suit non-commercial ideas; I have done what you are suggesting in a small system. 50kg of fish fed about 1kg a day, waste water has 100% exchange every 30 minutes through both radial flow and bio filtration, then settle out over 9m2 meters of aerated DWC and air lifted through a 9 m2 x 500mm deep gravel packed grow bed.
Keep in mind the water does not enter the gravel bed directly after filtration and more solids get to settle out over 9 meters before water is lifted to be filtered over 9 meters (4.5m3) of gravel bed and gravity back to the DWC.
After 12 months and quite a few water changes, the solids are still too high and negatively effect the fish growth and oxygen levels to the point I have to run micron filtration to keep the TSS down to acceptable limits. The organic effluent build up is massive and the sulfide levels in the sludge are toxic.
UVI had issues with solids build up and introduced bird netting after their clarifiers to help remove more of the solids and increased their new water exchange rate and that was in aerated DWC alone.
I cannot see how trapping those solids inline (even after swirl/clarifiers etc), in a gravel bed will not cause issues which when they occur the grower will have absolutely no control over them and will find it quite difficult to rectify. If the grower manages to fix it the fish will be long gone.
If you could leave a gap between the gravel at the bottom of the bed where solids can be regularly removed out of them, you may improve the set up. Basically use the gravel beds as a polisher, as you and others suggest but have the capacity to backwash or flush the beds.
This can method of filtration can be improved by upwelling the water through the beds from under the gravel. It is just an upwelling, media packed filter, the type that was discarded commercially many moons ago and is now generally used in aquarium set ups with low feed rates and fish loads.
I have seen it done before in small systems here in AU though I doubt it will transfer to commercial or at least my expectation of commercial facilities. Why, someone would bother with it, I have no idea but I suspect we are in for a new round of self promotion and marketing on this "newly discovered" method.