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May 25th, 2013, 5:31am
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Citrus WWTP in need of help. (Read 477 times)
Ben W
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Citrus WWTP in need of help.
Sep 14th, 2010, 9:34am
 
Hello there. Stumbled upon your site earlier today and after about a half hour of searching through the forums I couldn't find a solution to my problem so maybe you can help.

I run a plant whose influent is strictly citrus waste, high acid and sugar. We recently added on to the head of our system multiple surge tanks to aid with keeping a constant flow and keep our system from over flowing.

Currently our clarifiers have a very cloudy appearance could be from pin point flocs. My sludge blanket is kept between 2 and 3 feet. Aeration basins are a chocolate brown color with no odor. We have white soapy foam on the surface of all aeration basins but it could be due to detergents in the caustic cleaners used at the plant. pH is highly buffered very little to no NaOH is added after primary adjustments of pH before treatment. pH actually rises around .5 from start of treatment to the end.

I'm trying to figure out what is causing the darker color in the aeration basins and how to clear up my effluent.

My initial thoughts where old sludge but after a look under the microscope I saw only free swimming ciliates but no stalked ciliates.
Could nutrient deficiency be causing this?
Is it possible to have too much air?
Could the new surge tanks cause this? They are non aerated and are not agitated other than the pump that pumps into them. Is it possible sludge in those tanks could be septic and introducing into my system? We waste the sludge that does settle in them into our digesters but maybe we are not getting it all.

I'd appreciate your thoughts good to find some people to talk to about this stuff  Smiley
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Re: Citrus WWTP in need of help.
Reply #1 - Sep 14th, 2010, 10:27am
 
Hi Ben
Any information on Dissolved Oxygen (DO), in the aeration tank?
It would also be useful to know the organic loading that is applied to the aeration system, (in terms of f/m ratio if possible).
The "very cloudy appearance" in the Clarifiers suggests that the wastewater is not fully treated. Maybe you could check the Chemical Oxygen Demand, (COD), on an unfiltered sample and a filtered sample of the treated effluent. If the unfiltered sample shows a high COD then maybe the treatment is not yet complete.
While detergent may be contributing to the foam on the aeration tank, it is also possible that this is an indicator of low sludge age / high organic loading.
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Re: Citrus WWTP in need of help.
Reply #2 - Sep 14th, 2010, 12:54pm
 
Infeed BOD is around 3000. Unfortunatly DO through the system is .5-.1. I have continued to add more fine bubble diffuesers to each of the basins to try and get it up but nothing seems to work. Thought our DO probe was messed up but used it in the lab with a beaker and a small air pump and I got readings. I currently have the air on a timer. About 42 min on 18 min off.  Going to switch it to always on and see if that helps. If not then may be off to order some new diffusers for each basin.
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Re: Citrus WWTP in need of help.
Reply #3 - Sep 14th, 2010, 1:28pm
 
If I am reading your last post correctly you mention the DO readings as .5 - .1  was that supposed to say .5 - 1.0?  If so then I would strongly suggest running the aerators for a period of four hours on and one off then re-check the readings.


Dallas
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Have a great day,

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Re: Citrus WWTP in need of help.
Reply #4 - Sep 14th, 2010, 7:26pm
 
"We have white soapy foam on the surface of all aeration basins but it could be due to detergents in the caustic cleaners used at the plant."

While you have flow equalization, you do not necessarily have contaminant concentration equalization. If your influent consists primarily of cleaners from batch cleaning operations, then this may not be a problem. However, if the influent primarily consists of other flows with surges from batch cleaning operations; you may have to blend the wastewater from these cleaning operations to moderate the concentration fluctuations.

I'm not sure about the cloudiness in your effluent. You might try filtering a sample through filter paper and if the filtrate is still cloudy, it may be from surfactants. After filtration you may try shsking a sample in a bottle and if this produces a stable foam, surfactants may be the problem.

The soluble BOD/COD ratio may provide additional information. Surfactants usually take longer to biodegrade than sugars and organic acids.

Keep us posted,

grrun
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Re: Citrus WWTP in need of help.
Reply #5 - Sep 15th, 2010, 1:21am
 
Dear Ben W,

probably the dark brown colour is form from the alkaline cleaner reacting with organic matter from the citrus forming humin like matter. Maybe that the turbidity is from citrus oils previously solubilized but freed after biodegradation of surfactants and biopolymers.
Can you implement a coagulation/separation step before aeration?

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T. Sobisch
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Re: Citrus WWTP in need of help.
Reply #6 - Sep 15th, 2010, 4:03am
 
I think that the proposed trial with "always on" aeration is worthwhile. Also if you could clarify Dallas's question ... was the DO 0.5 to 1.0 or was it 0.5 to 0.1 mg/L. (Obviously there is a huge significance to this)
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Re: Citrus WWTP in need of help.
Reply #7 - Sep 15th, 2010, 7:32am
 
Ben
From my experience with activated sludge;
Insufficient aeration or overloading will give a white foam.
Also, 0.5 mg/L DO is too low for an influent of 3000 BOD, so more aeration.
You will have to turn the aerators on continuously for at least 2 weeks to recover.
For the DO meter, there are procedures for calibrating the meter , you must do that.
If you want aerated water then, aerate your water with a fish tank aerator for a minimum of 24 hours. Take the temperature, go to the oxygen solubility tables and obtain the DO. Do a reading with your DO meter with its electrode that you have serviced. eg changed electrolyte and membrane.
The DO electrode manual will say that there has to be flow across the membrane, so dont just hold it in the aerated water without some stirring.
If the meter does not calibrate then you have an instrument problem.
Have a nice day.
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Re: Citrus WWTP in need of help.
Reply #8 - Sep 15th, 2010, 7:44am
 
I have not looked at the other responses, but you mentioned sugar being high.  That smacks of soluble COD and BOD which can also mean nutrient deficiency.  All of these have negative impacts upon biological processes.  You should check your concentrations of nitrogen, phosphorus, and carbon feeding into your aeration system.  This can point out what is lacking to allow maximum organism growth.  

The surge tanks ought to be mixed at the very least to prevent solids drop out.  Our equalization basins have dissolved air to keep things fresh and mixed.  

The cloudy aspect to the clarifiers indicates incomplete treatment; could be that nitrification has only partially occured, but more likely is that the soluble sugars have not been completely broken down due to lack of contact time with bugs which comes from both physical limitations of tank size and not enough bugs.

Good luck in finding a solution!

~Eric
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Re: Citrus WWTP in need of help.
Reply #9 - Sep 15th, 2010, 9:16am
 
Ben,

Could you post your wastewater flow rate, aeration tank dimensions and quantity, and blower specs including quantity of blowers,  flow and pressure capacity?  

Thanks
Tom
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Re: Citrus WWTP in need of help.
Reply #10 - Sep 15th, 2010, 1:07pm
 
Dallas:
No typo there it reads .1-.5 mg/L. I know very low. I calibrated the probe using room temp air, got a little over 8 mg/L so the probe is working correctly.

Tom:
Flow rate ranges from 30k gpd to 60k gpd. We have 12 aeration basins each holding roughly 5800 gallons a piece. We use two Roots universal blowers which alternate off and on. They put out about 1085 cfm spreading around 57 cfm per tank. They run at 4.5-5.0 psi.

Sobisch:
Going to check for orange oil late today when I get some free time. I will let you know the concentration although it may not be high due to not processing fruit currently.

Shortly after posting my first message yesterday I set the blowers to stay on continuously. I will be checking DOs daily to see if they begin to come up. We add back nutrients to our system but I haven’t had the concentrations checked in awhile, maybe I need more.

We got holes cut into the surge tanks so hopefully we can get some air into these tanks this weekend. Blending back our surges from tank cleaning with our normal sugar waste would be quite difficult although I believe getting some mixing in those surge tanks will help.

Thanks for all the ideas so far guys. Glad to find some people interested in this as much as me.
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Re: Citrus WWTP in need of help.
Reply #11 - Sep 15th, 2010, 1:29pm
 
Ben,

It looks like you have enough air for the BOD at the given peak flow rate if you have 1085 SCFM but you say there are 12 tanks at 57 cfm which is 684 cfm.  That would be too little when operating at 60,000 gals/day.  

Do you have air distributed evenly between the tanks?  If the flow is in series between your 12 tanks but the diffusers are evenly distributed perhaps you are seeing this problem in some basins (the first ones) but not others (the last ones in series)?

Are your diffusers resistant to the wastewater?  It would be interesting to know how old they are and if anyone has had a look at them.  Do you have an even bubble pattern on the surface and have you noticed any changes in back pressure or distribution since they were installed?

Also take another look at how many diffusers you have. You say you keep adding diffusers but if you are mixing old and new diffusers that's not always good practice because old ones and new ones will have different headlosses, which means air will go only to the ones that have lower headloss.

Thanks
Tom
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Re: Citrus WWTP in need of help.
Reply #12 - Sep 16th, 2010, 6:45am
 
The rest of the 1085cfm is used for coarse air for mixing in the equalization tank and in digesters. Also to run the WAS and RAS pumps.

Diffusers are only a few months old and are EDI flexair fine bubble diffusers from the USA bluebook. I didnt think about the new and old being mixed but that makes perfect sence. We do keep an eye on bubble patterns coming up to make sure it looks even.
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Re: Citrus WWTP in need of help.
Reply #13 - Sep 16th, 2010, 9:47am
 
Hi again BenW
Based on the information provided, (incoming BOD, Volumes, aeration tank volumes, results of microscopic examination, dissolved oxygen, white soapy foam on the surface of all aeration basins, etc, etc), I believe that your plant is suffering from an organic overload.
This is likely to be contributing to the cloudy final effluent.
You should try to reduce the incoming organic load (BOD) at source and improve the aeration process. Reduced load will also help the dissolved oxygen issue.
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Re: Citrus WWTP in need of help.
Reply #14 - Sep 17th, 2010, 1:30am
 
this is why I asked for a separation step before aeration.
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Re: Citrus WWTP in need of help.
Reply #15 - Sep 17th, 2010, 5:35am
 
We have a separation step. In our first tank after the hydro screen we have a tank with no aeration and standpipe that is midway from water level. This separates out sand and any floating pulp that got past the hydro screen. Is there something more I should be doing?

I do agree with our organic load. The WWTP was designed in the early 90s and I do not think that it was rated for the kind of BOD we currently put through. DOs still have not risen but will check in again after the weekend.
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Re: Citrus WWTP in need of help.
Reply #16 - Sep 17th, 2010, 5:58am
 
Dear Ben W,

you might try to reduce the organic load by adding coagulants or flocculants.
Of course you should do some jar testing in advance.

Kind regards
T. Sobisch
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Re: Citrus WWTP in need of help.
Reply #17 - Sep 17th, 2010, 6:02am
 
When I suggested reducing the BOD load I was thinking more of going back to source to try to identify ways of reducing waste in the first place. If this is approached on the basis of a drive to increase yields it may be more acceptable to everyone, (rather than taking the "waste reduction" approach.
Treatment is fine and is always needed, but prevention is always better.
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Re: Citrus WWTP in need of help.
Reply #18 - Sep 17th, 2010, 9:01am
 
I heartily agree.  Prevention is far better than trying to treat after the fact.  It saves money also!  Best management practices should be reviewed at the source industry and then enforced firmly.

~Eric
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