8.5. Under Gravel Filters

20 May.,2024

 

8.5. Under Gravel Filters

8.5. Under Gravel Filters

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A Caveat

Undergravel filters have not been widely tested as a filter in the aquaculture industry, The limited testing done on gravel filters for aquaculture was “all over the map” due to the very high loading of commercial operations. So one is left with common sense and anecdotal “testing” as the only sources of information in the analysis below.

The Myths

Ahhhh yes the myths live on.

Aquarium equipment manufacturers and fish stores who want to sell expensive canister filters (ah, the profit motive at work!) have invented a whole host of negative points about under-gravel filters. None of these points withstands scientific scrutiny. Under gravel filters are still one of the best forms of filtration out there.

Note the brightest, most honest fish keeper in the business, Cory of Aquarium Co-op, recommends under gravel filters. Most shops do not promote them because it is a onetime low profit purchase with no return business. Air operated under gravels have no moving parts that need replacing.  I have been using some under-gravel filters for some thirty years and they are still working well. If one can get five years out of most canisters and HOBs, you are doing well. External filters frequently leak but under gravels cannot leak. Canisters frequently spring leaks.

Note that if you clean under gravels frequently, they are a pain in the butt and do not work. If you just leave them alone, they are a great, inexpensive filter with a huge bioload capacity. Put a powerhead on them and they become even better biofilters. “Old technology” like under gravels have only been superseded by our need for shiny new things and expensive “must-haves” that we do not really need.  I had them in sixteen tanks and loved them.

Placidochromis blue otter
Under-gravel Filters and Biofiltration

Under-gravel filters are great for biofiltration (the media volume is second only to sumps) and crystal-clear water AS LONG AS YOU DON’T CLEAN THEM BUT EVERY FEW YEARS. The brown “gunk” in the gravel isn’t fish feces or “accumulated nitrates”, it is a “brown gunk” (my term for a type of biofilm) filled with beneficial bacteria and many other beneficial organisms which are very good for your aquarium (“beneficial bacteria ain’t pretty”).

From the Poret Foam Supplier (Swiss Tropicals):

“The brown filter sludge in a filter is for the most part alive and not simply waste. Removing this mud does more harm than good. The purpose of the filter media is not to filter out particles from the water as is often assumed. The media serves as the habitat for a vast array of microorganisms that include bacteria, archaea, worms, ciliates, flagellates, and many others. These microorganisms live in a community that is based on biofilms. The biofilms are created by bacteria that secret extracellular polymeric substance (EPS), which is often called “slime”. The community forms a bioreactor that processes the waste and turns it into food and energy for its members, and ultimately into organic or inorganic products that are then used by plants, evaporate, or removed by water changes. It takes a considerable amount of time to establish this “filter community”; consequently, it is very important not to disturb it unless absolutely necessary.”

This is a probably the most intelligent statement any aquarium products distributor has ever made.

Symphysodon aequifasciatus Discus

By the verb “clean” above, we mean stirring up the gravel and creating a brown soup which is then removed.  We do not mean cleaning under the plates or dismantling the whole thing. There is NEVER a need to do that. The gravel of under-gravel filters will never go hypoxic so bacterial toxins are not a worry if the gravel is stirred.

If under gravels are frequently cleaned (and the term “cleaned” includes “deep vacuuming”) they do not work. But if one uses cheap food that is loaded with fillers one can clog up even an under-gravel. So if your food is under 40% protein, one can vigorously stir up an under gravel once a year or so and then remove 75% to 95% of the brown water. The brown water left behind will reseed the under gravel very rapidly. And the fish won’t be harmed by the brown gunk in the water column.

Now there is a caveat. ANY filter, including an undergravel, can be overloaded. If one over feeds a heavily stocked aquarium with a food that has low protein levels then you can create a cesspool. And NO filter, including an undergravel, will clean up a cesspool.

Nannostomus mortenthaleri

We’ve used under-gravel filters in typically five to fifteen very heavily stocked tanks (which included large digging cichlids) for fifty years. Every two years or so I stir up the gravel and create a brown soup. I then do a 90% water change with frequent stirring of the water to keep everything in suspension.

The under-gravel filters have given us: no ammonia spikes, no build-up under the plates, no “exposed plates”, no “nitrate factory”, no “clogging”, no “disease reservoirs” and no “anaerobic dead areas” (even under décor). And we typically had very heavily stocked cichlid aquariums.

One decided advantage of undergravel filters is that the downward water flow oxidizes and removes feces and mulm above the gravel very rapidly. This makes for a much healthier and much more attractive aquarium. You just will not see feces and mulm floating above the gravel for long if there is an undergravel filter.

And then there is the mechanical problems of hang-on-back and canister filters. We’ve had lots of leaks, seized pumps and noisy pumps with hang-on back and canister filters. Sometimes they have leaked out of the box. And they only last two to five years in my experience. We’ve had several floors damaged by leaks. That is an expensive failure. We’ve had some under-gravel filters for thirty years (maybe even much longer!) with no problems what’s-so-ever and no replacements of anything.

Aulonocara Red Top Lawanda

How an Under-gravel Filter Works

Under gravel filters consist of a plastic grate or “filter plate” which lies under small gravel in the aquarium. The thickness of the gravel should be one to two inches, This plate allows water to flow freely under the gravel. Water is lifted up a “lift tube” by a flow of air. This flow then draws water down through the gravel. The gravel then acts as an excellent biological filter.

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operation of an under gravel filter
Operation of the undergravel filter

To move the water in an under-gravel filter you use an air pump which moves air into the aquarium through air tubes.  This air pump will blow bubbles from an air stone at the bottom of the lift tubes and the bubbles will lift water up the lift tube and into the aquarium. This then draws water down through the gravel.

And the type of air lift used is important. Many under-gravel filters use a simple hole to produce very large bubbles that rise in the air lift tube. The large bubbles are very noisy and throw spray in all directions when they surface. Modify any such filter to use an air stone.

The many small bubbles of an air stone lift much more water than the large bubbles of the hole. So under-gravel filters that use airstones are much better than holed under-gravel filters. The ideal air bubble size is about one tenth of an inch.

Champsochromis caeruleus

One can alternatively add a pump called a “powerhead” directly to the top of the lift tube. There is no need for an air pump, air stones or air tubes with the powerhead. This makes the cost of the two systems quite similar. I like the powerheads as they are decidedly quieter than air stones and air pumps. Also powerheads move more water than air stones and gives somewhat better biofiltration.

I use small four to five watt powerheads and I aim the duckbill defector at the surface to maximize the “choppy waves”. This “breaking the surface tension” gives very good aeration.

This diagram shows how to use a powerhead with a under gravel filter. If there are two lift tubes use two powerheads.

Ways to operate an aquarium under-gravel filter

Another idea which came from Cory of Aquarium Co-op is to put the suction end of a canister on the top of the undergravel filter tube. This would seem to be a great idea until you realize a leaking canister will remove ALL the water in the aquarium and kill ALL the fish. Whoops.

In order to use a canister in line with an undergravel filter one must add a hole halfway up the intake tube. This way one can only drain half the water before the siphon is broken. But the size of the hole becomes critical. Too big and you short circuit the undergravel. Too small and you don’t break the siphon. So all-in-all it is an arrangement I don’t recommend.

Protomelas taeniolatius OB Red Empress

Comparing Under-gravel filters to other filters gives the following:

Filter Review

# of 3″ Fish*  refers to the number of fish for which this filter can give very clear healthy water. Ammonia oxidation is twenty times easier and these numbers can be multiplied by twenty if the only consideration is ammonia.

Note that under-gravel filters need to be purchased on the internet now-a-days due to the determined efforts of the profit minded filter manufacturers (Petco still stocks them). Also note that it is very feasible to buy an under-gravel filter for say a 30 gallon aquarium and install it on ANY tank larger than 30 gallons.

Note also that for some inexplicable reason the price of aquarium gravel has skyrocketed lately. Some of it is selling for $1 a pound. At three pounds of gravel for every gallon of tank that is $150 worth of gravel for a fifty gallon tank. But note that aquarium gravel is pretty standard as a substrate. Sand is cheaper but has some serious drawbacks.

Andinoacara pulcher Electric Blue Acara
Opposition to Under-gravel Filters

Many well meaning but ill-informed commentators on social media pan under-gravel filters and very few hobbyists use them as a result. The problem is that the panning originated in the marketing departments of manufacturers and suppliers interested in selling expensive canister filters. When local fish stores realized they made more money on expensive canister filters sales then inexpensive under-gravel filters they joined in the chorus. Isn’t the profit motive wonderful?

And then social media got involved. The well meaning but ill-informed commentators on social media did the standard thing of parroting what they had heard from other posts. What the parrots failed to realize is that those posts were put there by canister manufacturers. We have documented this form of social media “influencing” by manufacturers of expensive aquarium goods.

The chief complaint we see about under-gravel filters is that it is “antiquated technology” or “old school”. Since when is something “bad” simply because it has been around for a long time? Is the wheel antiquated?

Neolamprologus brichardi

When we have pressed the various well meaning but ill-informed commentators on social media who criticize our use of under-gravel filters on why under-gravel filters are bad, the best they can come up with is that they are “nitrate factories”.

Then we point out that all good filters are nitrate factories. Indeed, the function of all biofiltration is to oxidize ammonia to nitrate and that one gram of ammonia nitrogen is converted to one gram of nitrate nitrogen regardless of where or how it is done (this is a basic law of physics called “conservation of matter”). They then fail to come back 100% of the time. They have no comeback possible.

Another common complaint is that the brown gunk that builds up in the gravel is very bad “dirty” stuff that is very detrimental to the aquarium. This idea that brown gunk is detrimental is the single biggest myth promulgated in the hobby. We go into that in great depth in the undergravel in depth link below (and in many other articles throughout this website). The brown gunk is beneficial bacteria and other organisms which reduce the pollution in the aquarium, not add to it.

Another common complaint is twofold, that under-gravel filters need to be cleaned frequently of brown gunk and that they don’t work. These two complaints are just sadly self-fulfilling prophecy . Under-gravel filters work far better if they aren’t cleaned. So the folks who are cleaning under-gravel filters regularly are only insuring that their under-gravel filters don’t work as well as they should.

Neolamprologus leleupi

There are some aquarium hobbyists who are interested in delving deep into the science and the calculations behind all aspects of the hobby. For those who are so inclined the following is pertinent:

DIY Undergravel Filters

We have designed a DIY undergravel filter for those with a DIY bent. It is not cheap but some want such a design:

Bottom of the Tank Matten Under Gravel Filter

Another interesting type of under gravel filter is placing a piece of charcoal colored foam across the bottom of the aquarium over under gravel filter plates. We discuss this in this article:

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Aquarium Science Website

The chapters shown below or on the right side in maroon lead to close to 400 articles on all aspects of keeping a freshwater aquarium. These articles have NO links to profit making sites and are thus unbiased in their recommendations, unlike all the for-profit sites you will find with Google. Bookmark and browse!

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Pea rock pump mix for concrete beams.

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Pea rock pump mix for concrete beams.

Pea rock pump mix for concrete beams.

AJ817

(Structural)

(OP)

29 Mar 23 15:35

Hey everyone,

We are having a discussion in the office about the use of pea rock pump mix for concrete beams designed to span openings, not just for use as tie beams with full support below. Concern being cracking in the pump mix.

What are some thoughts on this? Do you all have any limitations to the pea rock mix?

Thanks for any input!

RE: Pea rock pump mix for concrete beams.

SwinnyGG

(Mechanical)

29 Mar 23 18:30

We typically avoid pea gravel mixes unless a design contains a large amount of closely spaced bar, in which case smaller aggregate is required to avoid voids, and pea gravel in particular results in a higher slump mix which will consolidate more reliably.

Unless you have a beam with a lot of closely spaced bar, all pea gravel does is make the concrete more expensive. There is no performance benefit that I'm aware of.

RE: Pea rock pump mix for concrete beams.

GC_Hopi

(Structural)

29 Mar 23 22:19

In general agreement with SwinnyGG here, cost typically steers contractors away from using a 3/8" mix if they can avoid it. I have used 3/8" mixes where congestion was a concern at beams or columns and in thin sections ie overlays. Cracking was not an issue with the finished product. Curing and dimensions are the critical factors with cracking.

Also my experience is that local market conditions for aggregates sometimes make a 3/8" mixes more common.

RE: Pea rock pump mix for concrete beams.

dauwerda

(Structural)

30 Mar 23 16:30

Ron has a great response regarding aggregate size in this thread:

In short, with smaller aggregate, more cement is required (because there is more aggregate surface area to coat) in order to maintain the same concrete strength, more cement also means more water (to maintain the same water/cement ratio), more water means more shrinkage. Will the increase in shrinkage significantly impact the observed cracking in a reinforced concrete beam? I wouldn't think so, but I also don't have much experience with this. I would think it would have a bigger impact on things like slabs on grades.

Local market definitely determines typical mixes and and cost. Denver, you are getting crushed granite all day long. Western and central Nebraska you are getting 3/8" pea gravel pumped from the local gravel pit - cost goes way up when you want crushed aggregate and it is typically limestone imported from Eastern Nebraska and Western Iowa

Maybe I'm missing the topic, but it sounds to me like the (potential) contractor is asking the OP if they can use a pea gravel mix because it pumps much better, so it's not about cost or spacing of bars, its more of a means and methods thing. The OP is wondering if there are any negative side effects to allowing a pea mix rather than typical (larger) crushed aggregate.Ron has a great response regarding aggregate size in this thread: https://www.eng-tips.com/viewthread.cfm?qid=447708 In short, with smaller aggregate, more cement is required (because there is more aggregate surface area to coat) in order to maintain the same concrete strength, more cement also means more water (to maintain the same water/cement ratio), more water means more shrinkage. Will the increase in shrinkage significantly impact the observed cracking in a reinforced concrete beam? I wouldn't think so, but I also don't have much experience with this. I would think it would have a bigger impact on things like slabs on grades.Local market definitely determines typical mixes and and cost. Denver, you are getting crushed granite all day long. Western and central Nebraska you are getting 3/8" pea gravel pumped from the local gravel pit - cost goes way up when you want crushed aggregate and it is typically limestone imported from Eastern Nebraska and Western Iowa

RE: Pea rock pump mix for concrete beams.

AJ817

(Structural)

(OP)

4 Apr 23 18:41

Thank you everyone for your replies.

You are right dauwerda. The gc wants to use pea rock but there is an argument being made that the pea rock may not be structurally sound enough for some beams that we have spanning openings. Thought is to limit the pea rock to tie beams that are fully supported by walls below and use a larger aggregate for beams spanning.

RE: Pea rock pump mix for concrete beams.

SwinnyGG

(Mechanical)

4 Apr 23 19:31

Quote (AJ817)

'not structurally sound enough'?


That's a function of the entire mix design, not just the aggregate. If you specify a 4500 psi mix, and the contractor orders a 4500 psi mix, and the concrete company delivers a 4500 psi mix, and it's placed without adding 300 gallons of water, you're going to get the performance of a 4500 psi mix.

If you've designed things with large amounts of bar, bar that's very tightly spaced, or both, such that a pea gravel mix is required to place the concrete correctly... well, then you should probably approve the request to use a pea gravel mix.

If the contractor is just being lazy and doesn't want to pump a normal 3/4" crushed aggregate mix (which is done every day all day without major problems, assuming the right equipment and competent crews) than you should reject it if you aren't comfortable. There are other ways to increase the 'pumpability' of a particular mix design without just changing the aggregate.

That's a function of the entire mix design, not just the aggregate. If you specify a 4500 psi mix, and the contractor orders a 4500 psi mix, and the concrete company delivers a 4500 psi mix, and it's placed without adding 300 gallons of water, you're going to get the performance of a 4500 psi mix.If you've designed things with large amounts of bar, bar that's very tightly spaced, or both, such that a pea gravel mix is required to place the concrete correctly... well, then you should probably approve the request to use a pea gravel mix.If the contractor is just being lazy and doesn't want to pump a normal 3/4" crushed aggregate mix (which is done every day all day without major problems, assuming the right equipment and competent crews) than you should reject it if you aren't comfortable. There are other ways to increase the 'pumpability' of a particular mix design without just changing the aggregate.

RE: Pea rock pump mix for concrete beams.

Greenalleycat

(Structural)

4 Apr 23 19:48

@SwinnnyGG, it's not necessarily true that a 4500psi mix is a 4500psi mix is a 4500psi mix
Under our code at least you get reductions in shear strength if the aggregate drops below 13mm (~1/2")
So for a shear-dominated beam the reduction in aggregate could be quite critical

Edit: went back to fact check myself as I had a niggling feeling that 13mm was not the correct number
Apparently the relevant factor on concrete shear strength for beams is 1.0 for 19mm aggregate (~3/4") and 0.85 for 10mm of less (~3/8") with linear interpolation to be used between these values
It's the same for columns but I can't find anything for walls, so I will assume the same constraint applies
The Code commentary also notes that both larger and stiffer aggregates reduce creep, so that is something worth considering too for a beam design

RE: Pea rock pump mix for concrete beams.

Lomarandil

(Structural)

4 Apr 23 20:51

Agreed, while ACI isn't as nuanced as NZS in that way, there is a real-world correlation between aggregate size and shear strength. It's up to the engineer to decide whether that is critical in their case. Remember, the code is the minimum legal standard.

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