maybe some of my typing took the wrong tone, I wasn't talking down to you, or ignoring any of the points you're bringing up.
shellies215;5160136; said:maybe some of my typing took the wrong tone, I wasn't talking down to you, or ignoring any of the points you're bringing up.
earthstudent;5160148; said:I will clear this up for you. You are both wrong. The reason a wet/dry is better has nothing to do with flow rate. It involves the available oxygen. Wet/dry filters have air all around the wet media because it is not submerged, that is why it is called a wet/dry. A canister is sealed and the BB only has the dissolved oxygen in the water available to it because it is submerged.
Flow only becomes relevant when a bio-media is receiving enough oxygen to break down more waist but the flow is limiting the available waist it comes in contact with. No matter how much or how little flow goes through a bio filter ALL waist is not broke down in one pass. If you were able to show the efficiency of any given filter on a graph with constant oxygen and increasing flow the graph line would rise and level off and even if you continue to increase flow it would not break down more waist. So more flow would only waist energy. Were as if your bio media does not have enough water flow, you will not be using it's full potential. There is a sweet spot with flow and available oxygen.
That is why a wet/dry can be better than a canister, because of available oxygen. If you have the same amount of bio media in a canister and in a wet/dry with the same flow rate, the wet/dry will out perform the canister. Simple chemistry, the oxygen becomes the limiting factor and the wet/dry has more so will have more chemical reaction.
skjl47;5164187; said:Hello; A question to test my understanding. Is it correct to think that if one filter plus the other surfaces in a tank carry enough beneficial bacteria (bb) to sufficently handle the waste load of a tank, that additional filters will add only an increase level of mechanical filtration?