Removing Lagoon Ammonia: 6 Key Factors for Nitrification

Strategies for removing lagoon ammonia have become a hot topic over the past few years. Many state environmental agencies have been introducing new ammonia limits for wastewater facilities, including lagoons. This is a problem because most wastewater lagoon systems were not originally designed for ammonia treatment; as a result, most will require some kind of upgrade.

In this episode of Lagoons Do It Better TV, Removing Lagoon Ammonia: 6 Key Factors for Nitrification, lagoon specialists Patrick Hill and Brady O’Leary outline the six conditions that must be optimized to ensure lagoon ammonia removal via nitrification.

Nitrification is the most common way to biologically remove ammonia in wastewater lagoons. In this process, ammonia treatment occurs courtesy of bacteria already present in the water. These bacteria break down the ammonia and eventually promote the release of nitrogen gas into the atmosphere. The end result is that your wastewater lagoon ammonia is nitrified, resulting in lower ammonia levels in your effluent.

Watch the video, then read below for more details on the information presented. Then register for Lagoons Do It Better, our community for lagoon professionals!



Removing Lagoon Ammonia via Nitrification Requires:

  1. Healthy levels of dissolved oxygen (DO) in your lagoon—Wastewater lagoon nitrification consumes large quantities of oxygen. Just for reference, every pound of BOD oxidized consumes 1.5 lbs of O2. On the other hand, according to Metcalf & Eddy, every pound of ammonia oxidized consumes 4.57 lbs of O2. In order for lagoon nitrification to occur, a minimum working DO level of 2.0 mg/L is required and a DO level of 5 mg/L is optimal. Therefore, you must ensure that your lagoon aeration system is properly sized, and working efficiently and effectively enough to provide the necessary oxygen.
  2. BOD reduction—Nitrifying bacteria do not compete well against BOD-removing heterotrophic bacteria. For nitrification to take place, BOD levels must be sufficiently reduced in order to eliminate competition. Generally a BOD level of 20–30 mg/L is required before lagoon ammonia removal can begin.
  3. removing lagoon ammonia

    Optimal pH for nitrification is 7.5–8.0.

    Lagoon pH of 7.5–8.0—Lagoon nitrification is pH-sensitive, and ammonia treatment rates decline significantly at pH values below 6.8. Optimal lagoon nitrification rates occur at pH values in the 7.5 to 8.0 range. Most municipal wastewater lagoons will naturally have a pH in this range. However, industrial wastewater lagoons may vary, so be sure to monitor these levels closely.

  4. Sufficient lagoon water temperature—Similar to many other wastewater lagoon treatment processes, nitrification slows as water temperature decreases. Optimal temperature range for lagoon nitrification is 82 to 97° Fahrenheit. This is clearly unrealistic for most wastewater lagoons, but acceptable rates of lagoon nitrification can also be achieved at or above 68° F. Triplepoint’s NitrOx system optimizes temperature when needed to ensure nitrification year round, even in cold climates.
  5. Adequate mixing—Ammonia can be released as a result of the anaerobic digestion of sludge at the bottom of the lagoon. As a result, without mixing to prevent sludge buildup, ammonia effluent levels can actually end up being higher than that of influent. Ideally, it is recommended that sludge depths remain below 2 feet. Another adverse effect of a poorly mixed lagoon is short circuiting. This occurs when a basin becomes stratified, allowing influent flows to take a “short cut” through it by only moving through the top layer (or stratum) of the water. This lack of homogeneity results in reduced retention time for the water, and generally leads to poor overall treatment, including poor BOD and ammonia treatment.
  6. Biomass—Nitrifying bacteria are attached-growth organisms, so the more surface available for them to attach to, the more will grow.

Removing lagoon ammonia through nitrification is not an easy process to master, and with stricter effluent requirements, it’s a problem that won’t go away any time soon. By investing in the right infrastructure and treatment system, as well as optimizing the 6 key factors, you can stay ahead of the curve in terms of wastewater lagoon ammonia treatment.

Lagoons Do It Better: Join Us!

We believe in lagoons: It’s all we do. We believe that this effective, sustainable method of wastewater treatment should be preserved. That’s why we’ve been developing resources to help wastewater operators and engineers rehabilitate existing lagoon systems to meet modern effluent requirements as cost effectively as possible.

Subscribe to our YouTube channel, where we’ll be posting informational videos about various aspects of lagoon-based wastewater treatment.

Join our Lagoons Do It Better Facebook group, which we’re developing as a place where operators can meet to ask questions and access resources.

lagoon aeration 101

Become part of the Lagoons Do It Better community! Register on our website so we can keep you up-to-date with new resources and events and send you your own Lagoons Do It Better camo hat!

This entry was posted in Ammonia Treatment, Lagoon Blog, Lagoon Highlight and tagged , , , , , , . Bookmark the permalink.

2 Responses to Removing Lagoon Ammonia: 6 Key Factors for Nitrification

  1. Duane Cramer says:

    i have a question. I am a maintenance supervisor at a long term care facility in the Midwest, and we have a three cell lagoon system for our wastewater treatment. we do not have any aeration system or any type of mixing system. it is rated for 5000 gallons a day and we do not send that much to it. so it operates well below design limitations. I have recently had a few samples come back with a high ammonia. how can I lower my ammonia output without installing aeration or mixing? nothing has changed with the input and we haven’t had an increase in influent.

  2. Patrick Hill says:

    Thanks for your question! If you aren’t in a position to add any additional treatment to your lagoon system, we recommend recirculation of effluent to the influent end of the lagoon at twice your average flow. That may provide just enough additional ammonia removal to meet your permit.

Leave a Reply

Your email address will not be published. Required fields are marked *