trickle tower/external filtration-why do they give MORE nitrate?

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I do not think a deep buckett or bin or tank of sand without an organic carbon source will allow the heterotrophic bacteria that perform denitrification to thrive. They need a source of organic carbon for food unlike nitrifying bacteria that use inorganic carbon ( CO2 derived or bicarbonate for eg) and get it in a traditional deep sand bed from channeling by benthic fauna that move it into the depths of the sand.
It didn't work for me. Perhaps it can but I just don't see how it would do much beyond the first inch or so and most of that would be nitrification unless organic carbon was present.
 
Denitrification results in the removal of nitrogen from the water by conversion of nitrate into nitrogen gas, which enters the air. Denitrification generally requires anoxic conditions and adequate soluble organic carbon.

An organic compound is any compound that contains one or more atoms of carbon. Natural waters, freshwater aquariums and saltwater aquariums contain a great variety of soluble organic compounds. These include such compounds as sugars, fatty acids, humic acids, tannins, vitamins, amino acids, proteins and urea.

The major source of dissolved organics in aquaria is the natural biological processes that accompany having a tank full of fish that are fed often. Fish feed, fish wastes and other particulate organic material are colonized by bacteria which break the material down into dissolved substances.

There are more than adequate organic carbon sources to consitute a carbon source.
 
No certainly not but organic carbon is needed and there is no reason to believe it gets down very far without some channeling.The extra ethanol might pentrate better than detritus or larger dissolved organic molecules. To be clear my post is not a recommendation to dose carbon to a sand bed but rather a caution that using vodka or another source thereby increasing the availabe carbon may lead to a proliferation of heteroptrophic bacteria turning to sulfate for oxygen, thus creating toxic hydrogen sulfide.
 
<a href=showthread.php?s=&postid=14973619#post14973619 target=_blank>Originally posted</a> by therealfatman

An organic compound is any compound that contains one or more atoms of carbon. Natural waters, freshwater aquariums and saltwater aquariums contain a great variety of soluble organic compounds. These include such compounds as sugars, fatty acids, humic acids, tannins, vitamins, amino acids, proteins and urea.


I don't mean to be a stickler, but not ALL compounds containing carbon atoms are organic. CO2 and CO for example, are inorganic compounds. I know it's a bit off topic but I think details are important.
 
<a href=showthread.php?s=&postid=14976012#post14976012 target=_blank>Originally posted</a> by mat167
I don't mean to be a stickler, but not ALL compounds containing carbon atoms are organic. CO2 and CO for example, are inorganic compounds. I know it's a bit off topic but I think details are important.
:) Details are very important. Heterotrophic bacteria do not use inorganic carbon such as CO2 or bicarbonate.Autotrophic bacteria which nitrify do.
 
<a href=showthread.php?s=&postid=14976197#post14976197 target=_blank>Originally posted</a> by tmz
:) Details are very important. Heterotrophic bacteria do not use inorganic carbon such as CO2 or bicarbonate.Autotrophic bacteria which nitrify do.

Interesting, I didn't know that.
 
True, it also requires hydrogen to make a carbon chain an organic. I am not sure anyone tried to call those compounds organics but the additional clarification can not hurt. As for diffusion of carbon based compounds diffusion is the movement of a fluid from an area of higher concentration to an area of lower concentration. Diffusion is a result of the kinetic properties of particles of matter. The particles will mix until they are evenly distributed. While small pore spaces obviously make that diffusion harder than in an open container it is still more than enough for denitrification. If there is permeability there will be diffusion. Water obviously runs through any sands generally used in a RDSB.

You seem to be getting a bit sidetracked with your referencing of non organic carbon compounds that are not organic by general definition. It would be quite unusual for a biomass that produces CO2 to need or use CO2 for its own growth.
 
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I think the issue as to wether diffusion alone will provide organic carbon in deep beds is at best very limited.
 
You seem to be getting a bit sidetracked with your referencing of non organic carbon compounds that are not organic by general definition. It would be quite unusual for a biomass that produces CO2 to need or use CO2 for its own growth. Just the same no one finds a need generally to point out that plants do not utilize oxygen in photosythesis. posted by theralfatman

I have absolutely no idea what this is supposed to mean or who is getting sidetracked.
 
Believe what you choose. Would critters increase the amount of denitrification due to providing more carbon to the denitrifying bacteria. Very, very likely so. Are the creatures needed within a RDSB for them to work well. I find the creatures are not needed to have obvious adquate denitrification be performed. I find the little advantage the creatures can provide in a RDSB are not worth the disadvantages the creatures cause when present. It is sort of counter intuitive to provide a brisk flow to prevent settling of detritus etc. and then add critters. I consider a RDSB as a denitrification system and any nitrification it supplies is acceptable as it provides the proper low/no oxygen conditions for denitrification bacteria. I do not use RDSB as a part of a planned out nitrification system.
 
Thanks all for the (slightly sidetracked) information. I think I will stick to removing the trickle tower after the living rock has settled in, and it was to this end that I posed the question about running the two filters in tandem (L/R and trickle) UNTIL such time had elapsed and I could safely remove the trickle tower-this is where my concern was: in how long I could keep the tower BEFORE it did any damage to the L/R system? I mean are we talking weeks, days etc? Should it be removed straight away? The same goes for the wet/dry filter I suppose
I don't want to buy a few hundreds pounds/dollars worth of L/R only to have it stagnate!
 
Damage is quick, but repair is equally quick. Biomass that is starved for food dies, however remaining biomass grows extremely fast when given plenty of food and oxygen and when it need not compete. It is more about two systems reaching a working balance rather than one hurting the other. Most live rock in reef tanks has huge amounts of biomass in/on them in comparison to what they had in the wild. Biomass is based upon, nutrients, oxygen and temperature. There are many more nutrients in a reef tank than in the wild.
 
<a href=showthread.php?s=&postid=14978876#post14978876 target=_blank>Originally posted</a> by therealfatman
Believe what you choose. Would critters increase the amount of denitrification due to providing more carbon to the denitrifying bacteria. Very, very likely so. Are the creatures needed within a RDSB for them to work well. I find the creatures are not needed to have obvious adquate denitrification be performed. I find the little advantage the creatures can provide in a RDSB are not worth the disadvantages the creatures cause when present. It is sort of counter intuitive to provide a brisk flow to prevent settling of detritus etc. and then add critters. I consider a RDSB as a denitrification system and any nitrification it supplies is acceptable as it provides the proper low/no oxygen conditions for denitrification bacteria. I do not use RDSB as a part of a planned out nitrification system.

It's not about beliefs ,dismissiveness not withstanding. I do not think deep sand under brisk flow will get enough bioavalbe carbon to the bacteria in the depths to function very well as a denitrifier as opposed to increased surface area in a shallower bed or a deep well channeled bed will. There just isn't any reason to think otherwise or empirical data of which I am aware to support such a notion.

BTW, diffusion as I understand it refers to the equilibration of various molecules among H2O molecules not the flow of the water itself as you stated. There just won't be that much waterflow down deep without critter transport,channels or a high rate of advection as occurs under structure such as live rock, in my opinion.
 
Minod Growth Kinetics modeling and the fact that the principal works under even more difficult conditions in many thousands of waste water treatment plants and in the homes of thousands of aquarists including mine seem to show you they work quite well. I can steer you to several good books on Google Book Research that provide free viewing or give you the title names to a few of the wastewater treatment books I own and use. I did not describe/define diffusion as the flow of water in my replies.

If a substance is impermeable there will be no diffusion through it. If water runs through a medium it is not impermbeable. I fail to see how you confuse that with my definition of diffusion. "As for diffusion of carbon based compounds diffusion is the movement of a fluid from an area of higher concentration to an area of lower concentration. Diffusion is a result of the kinetic properties of particles of matter. The particles will mix until they are evenly distributed."
 
Diffusion in the context of this discussion is the movement of molecules toward equilibrium in water. Still don't know what movement of fluid you are referring to . It's confusing since the water itself does not move due to diffusion except perhaps as it is displaced by equilibrating molecules. Since the molecules in solution within the water move to achieve equilibration , as far as I know , I can't follow what you are trying to say in the context of this discussion ,when you say"...As for diffusion of carbon based carbon based compounds diffusion is the movement of a fluid from an area of higher concentration to an area of lower concentration...." So if you do not mean the water moves ;what fluid moves?

The point of disagreement is a simple one and an esoteric discussion of Fick's laws, Newtonian fluids etc . Waste water treatment text. etc, probably goes well beyond the scope of this discussion and would be obfuscating.

Briefly, I think diffusion alone will not supply enough organic carbon wether it is dom or pom to support efficient denitrification deep in the buckett bed.

Just don't see how much can get down there through a still sand filter as deep as a bucket. I have emptied deep beds and the sand at the bottom was damp and not well permeated with water. This condition would further diminish an already very limited transport process dependent in very large part on diffusion alone since a small amount of water in the bed would only allow a small amount of equilibration assuming the equilibrating molecules were small enough to move through the dense sand at all.

In a deep bucket bed without some force to move the water up and down or to limit friction stress on the water such as channels, I don't think water will move very much in the areas deeper than 3 to 5 cms based on the advection model cited from The Reef Aquarium Vol 3 (Sprung and Delbeek)cited in my earlier post. There is no force to move enough water to to supply adequate dissolved organic matter or particulate organic matter needed to proliferate heterotrophic bacteria which are needed in large enough numbers to create an efficient denitrifier in the deeper areas of the bucket.. Water has a low viscosity but it doesn't move freely through packed sand particularly when there is no flow in the bed to push it. . DOM and POM may have an even more difficult time of squeezing through the deep sand particularly if diffusion is the only force moving them .


In a shallow bed denitrification can and does occur and advective flow will have greater effect over a larger surface area as opposed to a greater depth with limited surface area in the bucket.

.Advective flow can be amplified by structures such as live rock that impede the flow at the surface causing a change in water pressure and an upwelling and consequent downward flow. Such structures may be placed over a deep sand bed wether its a remote bed or one in a display. I have tried a 30 gallon bin with 7 inches of sand as a remote deep bed. When it didn't seem to do anything to reduce nitrates , I placed several pieces of rock on top of the sand each several inches high(after reading about advective flow) . The sand under the rock was definitely less dense than the sand that is not indicating a heavier water permeation attributable to enhanced advective flow.The bucket design calls for a clear surface with brisk unimpeded flow .

A deep in tank sand bed or refugium sand bed can be maintained with benthic fauna to channel and deliver water and organic carbon to the deeper areas in the sand. . It may also contain structures to enhance advection such as live rock.

So those are the reasons, I do not think the deep bucket design is very efficient at denitrification. It came into use several years ago after a monster thread about it on RC. There was no discussion of the idea of carbon limitation for heterotrophic bacteria at they time but has been much about it since.
 
In review I see a mistake in what I wrote in that I should have written; As for diffusion of carbon based compounds difussion is the movement of the compounds within the fluid from an area of higher concentartion to an area of lower concentration. I do believe however that I clarified what I meant in the two following sentences.
You say:m
"In a shallow bed denitrification can and does occur and advective flow will have greater effect over a larger surface area as opposed to a greater depth with limited surface area in the bucket."


First: Define shallow sand bed.

I define shallow sand bed as two inches or less.

IMO Very, very little nitrification occurs in a shallow bed as there is too much oxygen diffusion. Adressing adjection as an effect of over lying materials is just a crap shoot argument as the variables are to vast. Sizes of rock shapes, surface textures, amount of contact with substrate etc. Does this adjection I assume also relate to water movement caused by circulation, that is pretty variable and therefore might provide no adjection at all. Dense packing of fine sand will happen I buy that. So what. That only indicates your using the wrong particle size if it is a problem.

Did you ever consider larger grains of sand as is used in Plenum type deep sand beds to increase water to the what 9" deep RDSB versus the 6" in tank deep sand bed. Your arguments are inadequate flow through the bottom layer when flows should be slow. You claim inadequate diffusion of nutrients where other people claim problems with excess nutrients, hum. I repeat there is no reason for a shortage of water movement in the depths of a properly set up RSDB. Many waste water treatment plants have shown that retention time of the influent water in a denitrification system should be around 2 hours. That is prety slow movement of water through the substrate.

There is also no need for critters to drag food or create channels. There is more than enough dissusion. Many people try to mimic a deep sand bed when setting up a RDSB, and therefore use sugar sand at depths of 9". I can believe there might be water movement shortages (maybe) under 9" of sugar sand in a bucket. There might even be a chance of a diffusion problem. I am not aware of any rules requiring a person that is setting up a RDSB create problems such as that. Are there standards or rules someone has imposed for sand particles sizes and such, or because you chose the wrong particle size and could not get your system to work that makes all RDSB systems bad. And there all bad regardless of flow/retention rates or differing diffusion rates than you must have had in your one test of a remote deep sand bed of unknown specifics other than 7" deep in a 30 gallon bin.

Perhaps you should simply make a RDSB with large sand particle size and if you think you need some sugar sand place it over a screen or some geotectile fabric.

Dr. Dean Jaubert method works quite well even without the plenum and that has been well documented. People have tried to tweak the systems through using fine sand to get more surface area for nitrification bacteria and found they then had to add digging critters because of the problems caused by the deep small particle sized sand. Now they also have nutrient build up problems and algae problems and crusting problems.

Many times people thinjk thet are advancing the sciences when they are making changes that actually in the end show a worsening of a concept. I also know of people using a plenum in their RDSB. Many people use aggregate layer seperators, many iuse larger aggregate than is used by most with in tank Deep sand beds. It is quite easy to just replace a deep sand bucket so if nutrient accumalate that is not a problem.

You are the only one I have heard from that just blatantly claims a RDSB will not work but not setting any design parameters such as particle size or such for your arguments that fllow or retention times are inadequate or that food dissusion is inadequate. Most people make alterations so as to produce results not just throw a concept out the door.

I have made many RDSB and have used many sand types and particle sizes. I have always found the systems to work but I also have small nitrate problems to begin with.

What citation on what earlier post?

I have read many articles, abstracts and full papers from many researchers and the one thing they all have in common is they conflict with each other. I have never read anything from a researcher saying a remote deep sand bed as I described will not work. They below paper is a widely accepted paper which conflicts in several major areas with reef forum disbursed opinions.

This is a nice article:
http://www2.hawaii.edu/~toonen/files/Toonen-Wee-05.pdf
 
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I have found remote dsb's to work very well. The amount of diffusion is a function of grain size and water velocity. There is lots of good experimental work to demonstrate, model this. Diffusion is, in comparism, a weak and likely insignificant force, and I have seen several dsb's fail to be ineffective as the owners felt that diffusion would be an adequate method of transporting oxygen and nutrients into the sand.
 
<a href=showthread.php?s=&postid=15002031#post15002031 target=_blank>Originally posted</a> by therealfatman
In review I see a mistake in what I wrote in that I should have written; As for diffusion of carbon based compounds difussion is the movement of the compounds within the fluid from an area of higher concentartion to an area of lower concentration. I do believe however that I clarified what I meant in the two following sentences.
You say:m
"In a shallow bed denitrification can and does occur and advective flow will have greater effect over a larger surface area as opposed to a greater depth with limited surface area in the bucket."


First: Define shallow sand bed.

I define shallow sand bed as two inches or less.

IMO Very, very little nitrification occurs in a shallow bed as there is too much oxygen diffusion. Adressing adjection as an effect of over lying materials is just a crap shoot argument as the variables are to vast. Sizes of rock shapes, surface textures, amount of contact with substrate etc. Does this adjection I assume also relate to water movement caused by circulation, that is pretty variable and therefore might provide no adjection at all. Dense packing of fine sand will happen I buy that. So what. That only indicates your using the wrong particle size if it is a problem.

Did you ever consider larger grains of sand as is used in Plenum type deep sand beds to increase water to the what 9" deep RDSB versus the 6" in tank deep sand bed. Your arguments are inadequate flow through the bottom layer when flows should be slow. You claim inadequate diffusion of nutrients where other people claim problems with excess nutrients, hum. I repeat there is no reason for a shortage of water movement in the depths of a properly set up RSDB. Many waste water treatment plants have shown that retention time of the influent water in a denitrification system should be around 2 hours. That is prety slow movement of water through the substrate.

There is also no need for critters to drag food or create channels. There is more than enough dissusion. Many people try to mimic a deep sand bed when setting up a RDSB, and therefore use sugar sand at depths of 9". I can believe there might be water movement shortages (maybe) under 9" of sugar sand in a bucket. There might even be a chance of a diffusion problem. I am not aware of any rules requiring a person that is setting up a RDSB create problems such as that. Are there standards or rules someone has imposed for sand particles sizes and such, or because you chose the wrong particle size and could not get your system to work that makes all RDSB systems bad. And there all bad regardless of flow/retention rates or differing diffusion rates than you must have had in your one test of a remote deep sand bed of unknown specifics other than 7" deep in a 30 gallon bin.

Perhaps you should simply make a RDSB with large sand particle size and if you think you need some sugar sand place it over a screen or some geotectile fabric.

Dr. Dean Jaubert method works quite well even without the plenum and that has been well documented. People have tried to tweak the systems through using fine sand to get more surface area for nitrification bacteria and found they then had to add digging critters because of the problems caused by the deep small particle sized sand. Now they also have nutrient build up problems and algae problems and crusting problems.

Many times people thinjk thet are advancing the sciences when they are making changes that actually in the end show a worsening of a concept. I also know of people using a plenum in their RDSB. Many people use aggregate layer seperators, many iuse larger aggregate than is used by most with in tank Deep sand beds. It is quite easy to just replace a deep sand bucket so if nutrient accumalate that is not a problem.

You are the only one I have heard from that just blatantly claims a RDSB will not work but not setting any design parameters such as particle size or such for your arguments that fllow or retention times are inadequate or that food dissusion is inadequate. Most people make alterations so as to produce results not just throw a concept out the door.

I have made many RDSB and have used many sand types and particle sizes. I have always found the systems to work but I also have small nitrate problems to begin with.

What citation on what earlier post?

I have read many articles, abstracts and full papers from many researchers and the one thing they all have in common is they conflict with each other. I have never read anything from a researcher saying a remote deep sand bed as I described will not work. They below paper is a widely accepted paper which conflicts in several major areas with reef forum disbursed opinions.

This is a nice article:
http://www2.hawaii.edu/~toonen/files/Toonen-Wee-05.pdf




The artcile noted has two parts. I've read it several times.The format is easier to read here:

http://www.advancedaquarist.com/2008/8/aafeature3

This is from the second part:

"Each sediment-based aquarium design appeared capable of handling nutrient inputs up to 0.5 mg / L / day of NH4+ - which is equivalent to a well-stocked reef aquarium. At this input level, final concentrations of ammonia, nitrite and nitrate did not differ significantly among aquaria 1) with or without plenums, 2) containing deep (9.0 cm) or shallow (2.5cm) sediments, or 3) containing coarse (2.0mm) or fine (0.2mm) mean particle sizes."

How does this support a notion that plenums, depth beyond 2.5 cms or grain size matters. It says the opposite?

Which can be found here:

http://www.advancedaquarist.com/2005/7/aafeature

Here is the prior post on advection . I thought I posted it here but it was another thread:

Advective flow is what moves water up and down through a sand bed along with dissolved organics,inorganic nutrients and particulate matter. Some diffusion also occurs.

Advection occurs due to a variation in water pressure as the flowing water encounters obstacles at the surface even as fine as a sand grain . Rocks and other obstacles in the flow can enhance it causing an upwelling. For example, in an illlustration in"The Reef Aquarium 3",Sprung and Delbeek, cite a model wherein advection over the sand bed moves the water down into the bed by only about 4 cm. When a 10cm rock is place in the flow , an upwelling occurs in the area of the rock which pulls the water down as much as 10cm.

So, whatever design you use it's about moving water and organic( for a carbon source) as well as inorganic nutrient matter and doing so at a rate strong enough to move the organic matter to the area where heterotrophic bacteria thrive while slow enough to ensure that an anoxic area is maintained.

__________________
Tom

Yes, flow rate would effect advection( not adjection btw). In the cited model a flow rate of 10cm per second was used. For those with access to a copy of "The Reef Aquarium Vol 3", the page number is 264. All in all this refence covers a nice discussion on both advection and diffusion in aquariums.

Per your demand:"First define a sand bed"

I think of 2 inches give or take a centimeter or two when I think of a shallow bed for denitrification.

You state it is your opinion that little nitrification occurs in a shallow bed. Did you mean denitrification? If so the article you cited strongly suggests otherwise.

Again the research you noted belies grain size as much of a significant variable. Nonetheless,the original monster thread on bucket seabeds which I have read went into great detail on grain size including magnified examinations of grains. The consensus argument was for oolictic fine sand since it not only offers additional surface area but is spherical and thus less likely to pack together than more angular larger grained materials. BTW I have tried several particle sizes in the past.

Do buckets of sand work. Yes, but probably would work equally well if they were much shallower and even better if some structure was used equal to sand depth to enhance advective flow. For those with the space who want a remote deep sand bed using a larger surface area and adding structure( such as live rock) combined with a bed equal in depth to the structure employed seems like a good way to go as far as a remote bed design goes in my opinion.
 
Still twisting and turning I see. Like I have said from the beginning RDSB's work and advection assistance isn't needed to accomplish that ability to perform. The advection at most merely returns what you have removed in the way of performance by covering most of your sand bed in an in tank deep sand bed live rock system. The touted research you have provided likely just shows that strong circulation caused advection can make up for the decrease in bed surface area brought about by the coverage by live rock. I am quite sure another reseracher will come along and show that research data was skewed so as to support their hypothesis. Besides your argument was that water flow has nothing to do with it as it is diffusion that is the problem. (flop) I have no problem in the general consensus about oolitic sand but the packing problem is a problem inherient to in tank deep sand beds rather than RDSB's. OoLitic sand as does any fine grained sand brings it shares of problems with it that are not addressed by you other than by saying critters are needed.

Your opinion has until now basically just expressed that an in tank deep sand bed performs and a RDSB does not. You now attempt to change your stance by saying remote deep sand buckets work but mimicry of an in tank deep sand bed in a bucket would be better. Mimicry of an in tank deep sand bed outside of the tank is just asking for a downturn in performance. You almost total flopped but through in the probably at the end. I gave you every opportunity to say RDSB work and it took article to flop your opinion. As for plenums I threw that in as a way of showing many people have been able to set up working RDSB, yes even with the old style varied particle size and plenums. For what it is worth the study did nor show plenums were detrimental and as for there research testing every possible benefit or detriment that could come from a plenum that was not done. As for particle size mattering the report merely expresses your water flow and diffusion opinions do not matter as obviously the particle size was not a hinderance as a diffusion and flow were not problems as shown by the limited testing. I was merely suggesting that flow and diffusion if they were problems as you said could be easily rectified with large particle gravels. I did not say the partiv cle size would improve the performance as I stood on the grounds that there was no performance issue to begin with.

The research was limited in scope as is most research. Scope creep is discouraged in research. Perhaps someone will do some research that specificaly deals with remote deep sand beds, buckets and such without all the many unnecessary faults of in tank deep sand beds, such as the need for adjection, algae, crusting, critters fine sands etc needed to make an in tank deep sand bed function well enough.

All things a side I consider the volume of my own tanks prime realestate and do not waste that space with excessive live rock and in tank deep sand beds, therefore RDSB's are very viable alternatives to space wastage. hen customers ask for in tank deep sand beds I discourage thenm but do as they wish. I myself have only one tank with a deep sand bed and it performs worse than my tanks witout deep sand beds. All my other tanks have RDSB's.
 
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