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Ammonia Removal in WetlandsExpand / Collapse
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Posted 3/23/2006 3:55:40 PM
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I'm trying to assist a Girl Scout Camp that currently has a recirculating sand filter.  Their effluent ammonia is typically less than 5 mg/L.  Influent flow is 13,000 - 20,000 gallons per day, but only 6 months out of the year.

Their new permit limits their ammonia discharge to <1 mg/L ammonia year round.  Since the camp is remotely located and does not have an operator, we are considering adding a wetland to remove the last bits of ammona.

Does anyone out there have any data that would help us justify our process selection to the State?  Does anyone operate a wetland that has an ammonia limit?

Thank you!

Post #1431
Posted 3/23/2006 5:09:57 PM
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I have seen a number of systems for similar situations. It is important to be careful as to precisely what design is being used, as people are constantly using terms interchangeably for what are in reality different treatment methods. There are reed bed systems (usually using phragmites), which are similar to sand filters, but with a constantly saturated media. We have several of those in my area that have recently been constructed. I am still waiting to see how effective they will be in winter operation, but could probably work well in a summer-only application.

A different design would use a true wetland. This would use a variety of different kinds of plants, and depend more on lateral movement through the system. There are several variations. One, I've seen at a summer camp, seems to work pretty well, but I'd have to dig up file material to say anything about ammonia treatment. Several other systems, tried at POTWs, have been less effective.

Another option you may want to consider, if there is sufficient area available, is surface land application. I have a number of camps using slow-rate irrigation systems with success. Whether you go with slow-rate irrigation or overland flow will depend on factors such as soil types, slopes, vegetation, and so on. There are a number of books and an EPA manual you can use for more information.

Hope this all helps.

Post #1434
Posted 3/23/2006 5:25:06 PM
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Unfortunately, land application is not an option in this case.  Western water law comes into effect.  The client is required to return x gallons of water to the ephemeral stream.

We are considering a subsurface flow wetland with gravel fill.  Anything else would just freeze into a big block of ice out here in the high Rocky Mountains.

Post #1438
Posted 3/24/2006 3:15:09 PM
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A pretty good free-surface wetland at Cannon Beach, Oregon does not reliably remove ammonia.  The summer effluent ammonia remains about the same as the influent at 15 mg/l.  However, the wetland takes lagoon effluent BOD & TSS down to <10/10. 

Suggest adding a nitrification polishing step to your RGF in the form of additional Orenco's Avantex fabric filter pods. These pods are achieving <1 mg/l summer ammonia at Hebo, Oregon with a 5:1 recycle ratio. Taking the effluent from your RGF to multiple passes over some Orenco pods should complete the nitrification and would be more controllable than a gravel bed.    

Orenco design staff in Roseburg, Oregon have these data.  They may also have further suggestions for your consideration. 

Post #1453
Posted 3/25/2006 10:37:47 PM
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What kind of receiving stream do you have that warrents that low of Ammonia?
Post #1462
Posted 3/26/2006 12:15:17 AM
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The stream is really a snowmelt drainage or "intermittent" stream.  This means that the chronic low flow, for almost nine months out of the year, is zero flow.  So, to meet the stream water quality standard, we must meet an effluent unionized ammonia of 0.06 mg/L.

Crazy, yes?  We wouldn't want to harm the fish that might live in that stream when it's flowing. 

The funny thing is that during the months of the year when there is flow in the stream, we can discharge up to 5 mg/L of ammonia.  However, the annual average concentration is still 1 mg/L which essentially holds us to the lower limit year round.

Post #1463
Posted 3/27/2006 10:47:32 AM
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You are right that it may seem a little crazy with the intermittent stream, but I'm reminded of something that occurred some years ago, when they were reclassifying tributaries of the Delaware R. A lot of streams that decades before had been classified as "D" (essentially, drainage) because of their intermittent status, turned out to be trout spawning streams in the spring, when they were running. Seems that as the streams dried up, the juvenile fish would move down to the larger tribs. Anyway, a lot of streams had to be reclassified as a result.

Getting back to your ammonia problem: the claims for the reed bed systems are that they work at 10,000 ft. elevations in places like Peru. I'm still waiting for proof that they work in the middle of winter around here, but if you are interested, you might want to contact Dr. Ronald LaVigne for more info.

Post #1470
Posted 9/24/2006 4:27:17 PM
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This may be a stupid idea. And, likely too little too late. But, I wonder if this might be an application for ion exchange. I've never used the technology, but read up on it a few years back. Cylinders similar to water softener tanks are packed with a zeolite media that "strips" ammonia from the wastewater. When the ammonia increases, the cylinders are removed and replaced.

Does anyone have any experience with this technology?

Post #2860
Posted 2/15/2007 10:21:17 PM
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Consult the old EPA Design Manual to be sure you will reach the low effluent limits you need.  I know wetlands polishing lagoon effluent won't because too much ammonia is released as the algae decompose.

I saw a novel idea for improving the ammonia conversion in a recirculating sand filter.  They hooked up a small centrifugal blower and blew air into the bottom of the filter through the underdrain system.  They have not tested for ammonia removal because it is not in their permit, so I cannot say if it works.  I see the logic to it, they should have enough retention time to grow nitrifiers and the filter should have plenty of biomass.  If the limiting factor in nitrification in a recirculaiton sand filter is oxygen, it might work.

Another idea I know  can work is drip irrigation, just eleimiante that discharge! 

Post #4100
Posted 2/17/2007 3:55:17 PM
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Most standard falcatative lagoons will enhance Ammonia. However if you eliminate the Anaerobic and Falcative layers of a Falcative Lagoon by Aeration and/or Recirculation, Lagoons can be a great Ammonia reducer. 
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