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Join Date: Jan 2008
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Aeration problem in waste treatment

01/28/2008 4:10 PM

Do you know any alternative source for oxygen in aeration for waste water treatment using biodigestion method ( extended aeration type). Both blowers broke down and our company failed to procure the units and their spare parts. The plant capacity is 300 cu. meter / day with influent BOD of 400 ppm. Can we use submersible pumps to just circulate the aeration water to prevent it from being septic? Using submersible pump as the only resources,can you suggest any method or process to just at least promote oxygen absorption from atmospheric air? Oxygen is the vital requirement for the growth of sludge,an agent to digest the waste from water and without it there will be no treatment occurred.

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#1

Re: Aeration problem in waste treatment

01/28/2008 10:33 PM

One way would be to connect your submersible pump to an ejector unit. Instead of connecting your ejector to a chemical dosing system, mount it upside down so that the branch faces upwards. Install a pipe long enough to extend above the surface of the water to serve as a snorkel. Finally, install a pipe at the outlet end of the ejector with the nozzle approximately 6" under water. Now, when the water flows through the ejector, it will draw air in from the atmosphere to mix with the water before being discharged through the nozzle.

Another way is to connect a pipe to your pump so that its outlet will be just at the surface of the water. The outlet should either be horizontal or pointing downwards. It will also work if it points upwards, but then you'll get a fountain, something not advisable to do with organic wastewater. Flatten the outlet to form a duckbill so that when the water emerges, it will be at very high velocity. In this way, it will agitate the surface of the water and promote strong mixing and aeration. Important point: if you choose this method, make sure the water does not splash out of your bioreactor.

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#2
In reply to #1

Re: Aeration problem in waste treatment

01/28/2008 11:20 PM

I really like DVader1000's second suggestion, though I'd like to know a little more about your basin. Are you plug flow? Full-contact? Oxidation ditch? What do you have available to play with?

I will say this -- if your basin is anything like mine, do NOT place those pumps on the bottom of the basin. You'll be pulling those pumps several times a day to clear rags from the intake. Suspend them at least three feet (or more!) off the bottom if you have the room

Dave McCombs
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#9
In reply to #2

Re: Aeration problem in waste treatment

01/29/2008 3:06 PM

Thank you guest. We are using an activated- sludge process where waste water is continuously fed into the aerated tank. Yes, that's right the submersible pump should be slightly suspended but anyway the sludge is free of non biodegradale solids that will block the pump. We use comminutor and bar screen as pre treatment.

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#8
In reply to #1

Re: Aeration problem in waste treatment

01/29/2008 2:38 PM

Thank you very much. Your answers most likely resolve my problem.This only confirms to what I am thinking. My company is a government agency and procuremet of materials is very difficult. So we need to be resourceful. Thanks for your help anyway. God bless you.

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#10
In reply to #8

Re: Aeration problem in waste treatment

01/29/2008 11:27 PM

Figures. Between buying much needed spares vital to keeping a plant running and cutting back on his own personal salary or perks to raise the funds to buy the spares, which do you think a typical government bureaucrat will choose?

I rest my case.

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#3

Re: Aeration problem in waste treatment

01/28/2008 11:54 PM

400ppm BOD sounds very high (aver. monthly, aver. daily, peak hours, etc.??), check your sources and increase the bills for anything over 250.

Get a lot of air compressors, provide a lot of very small holes in weighted pipes/hoses across the bottom of aerator basin, and use air lift pumps to recirculate/fountain...replace your management OR discharge the "treated" effluent next to their house or across their backyards as managed wetlands.

O2 is not vital to sludge but to aerobic bacteria, and O2 is only 20% of air volume.

Other chemical means - try H2O2, Potas.Permanganate, bleach, etc....if you don't have the money for parts forget these.

Tom

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#4
In reply to #3

Re: Aeration problem in waste treatment

01/29/2008 12:07 AM

"OR discharge the "treated" effluent next to their house or across their backyards as managed wetlands."

Better yet, pipe the untreated wastewater into their home potable water system. They'll cough up the money for spares in no time, guaranteed.

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#7
In reply to #3

Re: Aeration problem in waste treatment

01/29/2008 2:22 PM

I think we both need to learn more more. Air is composed of 21% oxygen and 79% nitrogen. Sludge is a conglomerate of aerobic bacteria ( useful for waste digestion).The settled sludge ( microbial floc )from clarifier is partially recycled to be reused for for the incoming organic and inorganic waste so it is vital.

Air compressor is not for heavy duty or not for continuous operation and therfore not applicable.

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#5

Re: Aeration problem in waste treatment

01/29/2008 4:30 AM

Hiring a portable air compressor and sparging air into the bottom of the chamber until the blowers are repaired - could this be done?

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#6

Re: Aeration problem in waste treatment

01/29/2008 11:27 AM

Do you know any alternative source for oxygen in aeration--?

I do:

ElectroCoagulation= most effective kind of Oxygenation+simultaneous DissolvedSolids separation

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#11
In reply to #6

Re: Aeration problem in waste treatment

01/30/2008 12:01 AM

Problem is, most of these solutions cost money, which our questioner doesn't have. I know how it goes...I'm in the same boat. Sewerage is out of sight, therefore out of mind -- until a pipe breaks in the mayor's backyard!

Oh -- and don't count on your screen and grinder. I don't care how fine they are, they're still going to pass solids, which will clump up in your basins and pumps. I still have to dig clogs out of my RAS pumps and, after ten years of operation, I probably have a good couple of feet of stringy ^%#@ in the bottoms of my basins in spots. (We tried a DO2E mixer to see what it would do. Worked very well for about a week, then all the solids it vacuumed up off the bottom stopped it up.)

Dave McCombs
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#13
In reply to #11

Re: Aeration problem in waste treatment

01/30/2008 4:30 AM

<...out of sight, therefore out of mind -- until a pipe breaks in the mayor's backyard...>

Escalating a problem to encourage investment is a little like playing a 'back game' in Backgammon. It requires a little daring to make it work, though it is so satisfying when it does!

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#12

Re: Aeration problem in waste treatment

01/30/2008 1:50 AM

I think DVader has the best solution for the resources available. I would go for his vertical / downward option because it may just force air in deeper.

You may also consider egg beater or dough mixer type of stirrers. (fabricated with motor as driver).

Also consider asking public to temporary reduce the settings on the cistern or to put 1/2 a brick into the tank. Almost clean water (bath, washing etc) can also be diverted to the garden. In that manner you may buy some time.

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