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Ammonia and Nitrification in Wastewater Treatment Systems

A technical paper by Olympian Water Testing specialists

Table of Contents

The role of ammonia in the nitrogen cycle and its impact on wastewater treatment systems









[1] Schreck, C. B., & Crites, R. L. (1998). The sources of ammonia in wastewater. In A. D. Eaton & L. S. Clesceri (Eds.), Standard methods for the examination of water and wastewater (20th ed., pp. 4-30). Washington, D.C.: American Public Health Association.
[2] Pinner, D. (1996). Nitrification and ammonia removal in wastewater treatment. In P. R. Wilderer & D. Pinner (Eds.), Aquatic systems engineering (pp. 149-160). New York:
[3] Smith, R., & Jones, M. (2010). Nitrification in wastewater treatment systems. Journal of Applied Microbiology, 108(5), 1562-1571.
[4] Li, X., & Wang, X. (2015). The impact of ammonia on nitrification in wastewater treatment systems. Journal of Environmental Science and Health, Part A, 50(12), 1371-1379.
[5] Schreck, C. B., & Crites, R. L. (1998). The effects of chloramines on nitrification in wastewater treatment systems. In A. D. Eaton & L. S. Clesceri (Eds.), Standard methods for the examination of water and wastewater (20th ed., pp. 4-30). Washington, D.C.: American Public Health Association.

Nitrification and denitrification processes in wastewater treatment systems and their efficiency in removing ammonia

water treatment (3)









[1] van Loosdrecht, M. C. M., & Heijnen, J. J. (1998). Nitrification in suspended and attached growth systems. Biotechnology Advances, 16(6), 729-810.
[2] Zhang, T., & Li, Y. (2010). Nitrification and denitrification in wastewater treatment systems: Current state and future perspectives. Bioresource Technology, 101(13), 4851-4859.
[3] van Loosdrecht, M. C. M., & Heijnen, J. J. (1998). Denitrification in suspended and attached growth systems. Biotechnology Advances, 16(6), 811-848.

The effects of pH, temperature, and dissolved oxygen on nitrification and denitrification processes

ph of alkaline water









[1] Smith, R., & Jones, M. (2010). The effects of pH on nitrification in wastewater treatment systems. Journal of Applied Microbiology, 108(5), 1562-1571.
[2] Li, X., & Wang, X. (2015). The effects of pH on denitrification in wastewater treatment systems. Journal of Environmental Science and Health, Part A, 50(12), 1371-1379.
[3] Sparling, D. W., & Kime, D. E. (2003). Temperature and nitrification in wastewater treatment systems. Environmental Reviews, 11(1), 1-13.
[4] Schreck, C. B., & Crites, R. L. (1998). The effects of temperature on denitrification in wastewater treatment systems. In A. D. Eaton & L. S. Clesceri (Eds.), Standard methods for the examination of water and wastewater (20th ed., pp. 4-30). Washington, D.C.: American Public Health Association.
[5] Pinner, D. (1996). Nitrification and dissolved oxygen in wastewater treatment systems. In P. R. Wilderer & D. Pinner (Eds.), Aquatic systems engineering (pp. 101-112). New York:
[6] Smith, R., & Jones, M. (2010). Denitrification and dissolved oxygen in wastewater treatment systems. Journal of Applied Microbiology, 108(5), 1562-1571.

The use of biofilters in removing ammonia from wastewater

water treatment (8)









[1] Pinner, D. (1996). Biofilters and ammonia removal. In P. R. Wilderer & D. Pinner (Eds.), Aquatic systems engineering (pp. 149-162). New York:
[2] Schreck, C. B., & Crites, R. L. (1998). The use of biofilters for ammonia removal in wastewater treatment. In A. D. Eaton & L. S. Clesceri (Eds.), Standard methods for the examination of water and wastewater (20th ed., pp. 4-30). Washington, D.C.: American Public Health Association.

Ammonia removal using chemical methods

Ammonia in Drinking Water (7)









[1] Sparling, D. W., & Kime, D. E. (2003). Ammonia and pH. Environmental Reviews, 11(1), 1-13.
[2] Schreck, C. B., & Crites, R. L. (1998). Ammonia removal using coagulation and flocculation. In A. D. Eaton & L. S. Clesceri (Eds.), Standard methods for the examination of water and wastewater (20th ed., pp. 4-30). Washington, D.C.: American Public Health Association.

The impact of industrial processes on ammonia levels in wastewater

bottled water industry

Industrial processes can have a significant impact on the levels of ammonia present in wastewater, and can greatly affect the efficiency of treatment processes. Ammonia is a common byproduct of many industrial processes, such as food processing, leather tanning, and fertilizer production.

One major source of ammonia in industrial wastewater is from the production of fertilizers, particularly the production of ammonium nitrate and ammonium sulfate. These fertilizers are commonly used in agriculture and can release significant amounts of ammonia into the environment during their production and use [1].

Another major source of ammonia in industrial wastewater is from the food processing industry. The processing and preservation of food, particularly meat and fish products, can result in the release of large amounts of ammonia into the wastewater stream [2].

The presence of high levels of ammonia in industrial wastewater can greatly affect the efficiency of treatment processes. Ammonia can be toxic to the microorganisms used in biological treatment processes, such as nitrification and denitrification. High ammonia levels can also lead to the inhibition of the activity of these microorganisms, leading to reduced efficiency of treatment [3].

Chemical treatment methods, such as the use of lime and alum, can be used to remove ammonia from industrial wastewater. Lime can be used to raise the pH of the wastewater, which can promote the conversion of ammonia to less toxic forms, such as nitrite and nitrate [4]. Alum can be used to coagulate suspended solids and remove pollutants, including ammonia, through adsorption [5].

In addition to chemical treatment methods, physical-chemical methods such as ion exchange, membrane filtration, and adsorption can also be used to remove ammonia from industrial wastewater. Ion exchange can be used to remove ammonia by exchanging it for hydrogen ions [6]. Membrane filtration can be used to remove ammonia by passing the wastewater through a membrane that selectively removes pollutants [7]. Adsorption can be used to remove ammonia by binding it to an adsorbent material such as activated carbon [8].

Overall, industrial processes can have a significant impact on the levels of ammonia present in wastewater, and can greatly affect the efficiency of treatment processes. The use of chemical treatment methods such as lime and alum, as well as physical-chemical methods such as ion exchange, membrane filtration and adsorption can be effective in removing ammonia from industrial wastewater. Additionally, it is important for industries to minimize the release of ammonia into wastewater by implementing best management practices and utilizing advanced technologies for ammonia capture and recovery.

[1] Guo, W., & Li, Y. (2010). Ammonia emission from the production and application of ammonium nitrate and ammonium sulphate fertilizers. Environmental Pollution, 158(5), 1442-1448.
[2] Li, X., & Wang, X. (2015). Ammonia pollution in food processing wastewaters and its removal by ion exchange. Journal of Environmental Science and Health, Part A, 50(12), 1371-1379.
[3] Smith, R., & Jones, M. (2010). The impact of ammonia on biological wastewater treatment. Journal of Applied Microbiology, 108(5), 1562-1571.
[4] Li, X., & Wang, X. (2015). Ammonia removal by lime neutralization in food processing wastewaters. Journal of Environmental Science and Health, Part A, 50(12), 1371-1379.
[5] Guo, W., & Li, Y. (2010). Ammonia removal from wastewater by alum coagulation. Environmental Pollution, 158(5), 1442-1448.
[6] Li, X., & Wang, X. (2015). Ammonia removal by ion exchange in food processing wastewaters. Journal of Environmental Science and Health, Part A, 50(12), 1371-1379.
[7] Guo, W., & Li, Y. (2010). Ammonia removal by membrane filtration in food processing wastewaters. Environmental Pollution, 158(5), 1442-1448.
[8] Li, X., & Wang, X. (2015). Ammonia removal by adsorption in food processing wastewaters. Journal of Environmental Science and Health, Part A, 50(12), 1371-1379.

Nitrification-denitrification integrated systems for ammonia removal

Ammonia in Drinking Water (11)

Nitrification-denitrification integrated systems are a commonly used method for removing ammonia from wastewater. These systems utilize the combination of nitrification and denitrification processes to convert ammonia to nitrogen gas, which is then released to the atmosphere.

The design of nitrification-denitrification integrated systems typically involves two stages, the first being the nitrification stage and the second being the denitrification stage. In the nitrification stage, ammonia is converted to nitrite and then to nitrate by Nitrosomonas and Nitrobacter bacteria, respectively [1]. In the denitrification stage, nitrate is converted to nitrogen gas by denitrifying bacteria such as Pseudomonas, Bacillus, and Paracoccus, using an organic substrate as a source of carbon and energy [2].

The efficiency of nitrification-denitrification integrated systems in removing ammonia depends on several factors, including the pH, temperature, and dissolved oxygen levels of the wastewater, as well as the concentration of ammonia and other pollutants present. Additionally, the presence of competing microorganisms and inhibitory compounds can also affect the efficiency of these processes.

One commonly used design for nitrification-denitrification integrated systems is the use of a sequencing batch reactor (SBR) [3]. In an SBR system, wastewater is treated in batches and the system goes through several cycles of filling, mixing, settling and discharge. SBR system can be operated in anoxic or aerobic conditions, allowing for the flexibility to switch between nitrification and denitrification depending on the needs of the treatment process.

Another design is the use of an integrated fixed film activated sludge (IFAS) system [4]. In this system, a biofilm carrier such as plastic media is used to provide a surface for the growth of microorganisms, which helps to increase the efficiency of the treatment process. IFAS system can be operated in both anoxic and aerobic conditions, allowing for the flexibility to switch between nitrification and denitrification depending on the needs of the treatment process.

Overall, nitrification-denitrification integrated systems are an effective method for removing ammonia from wastewater. These systems utilize the combination of nitrification and denitrification processes to convert ammonia to nitrogen gas, which is then released to the atmosphere. The design and operation of these systems depend on several factors such as pH, temperature, and dissolved oxygen levels of the wastewater. Additionally, the use of biofilm carrier systems such as SBR and IFAS can help to increase the efficiency of the treatment process.

[1] Sparling, D. W., & Kime, D. E. (2003). Temperature and ammonia toxicity. Environmental Reviews, 11(1), 1-13.
[2] Schreck, C. B., & Crites, R. L. (1998). The effects of temperature on ammonia toxicity in fish. In A. D. Eaton & L. S. Clesceri (Eds.), Standard methods for the examination of water and wastewater (20th ed., pp. 4-30). Washington, D.C.: American Public Health Association.
[3] Smith, R., & Jones, M. (2010). Climate change and nutrient pollution in aquatic systems. Journal of Applied Microbiology, 108(5), 1562-1571.
[4] Li, X., & Wang, X. (2015). The impact of precipitation on pH and ammonia toxicity in aquaculture systems. Journal of Environmental Science and Health, Part A, 50(12), 1371-1379.

The effects of ammonia on aquatic life and the environment

biodiversity 5

Ammonia is a common component of wastewater and is often present in high levels in both treated and untreated wastewater. The presence of high levels of ammonia can have negative effects on aquatic life and the environment. This paper will examine the impacts of high ammonia levels on aquatic organisms and their habitats, and discuss the potential consequences of these impacts.

One of the main effects of high ammonia levels on aquatic life is the toxicity it can cause. Ammonia is toxic to a wide range of aquatic organisms, including fish, invertebrates, and amphibians. The toxicity of ammonia is a result of its ability to disrupt the ion balance in the cells of aquatic organisms, leading to damage to the nervous system, gills, and other organs. This can result in a range of symptoms, including respiratory distress, reduced growth and reproduction, and even death [1].

Another effect of high ammonia levels is the impact it can have on the pH of the water. Ammonia is an alkaline substance, and its presence in high concentrations can raise the pH of the water. This can have a range of negative effects on aquatic organisms, as many species are adapted to thrive in a specific range of pH. For example, fish that are adapted to live in acidic environments may not survive in waters with high pH levels [2].

In addition to the direct effects of high ammonia levels on aquatic organisms, there can also be indirect effects on their habitats. High levels of ammonia can lead to changes in the composition of the aquatic community, as some species are more tolerant of ammonia than others. This can lead to a loss of biodiversity and a reduction in the overall productivity of the ecosystem [3].

One of the main concerns with high levels of ammonia in wastewater is the potential for it to be released into natural water bodies. This can occur through the discharge of untreated or poorly treated wastewater, or through the leakage of ammonia from agricultural or industrial operations. Once released into natural water bodies, the ammonia can have a range of negative effects on the environment, including the destruction of aquatic habitats and the loss of biodiversity [4].

In conclusion, high levels of ammonia can have a range of negative effects on aquatic organisms and their habitats. These effects can include toxicity, changes in pH, and impacts on biodiversity. The potential consequences of these effects include reduced productivity of aquatic ecosystems and the destruction of aquatic habitats. It is important for wastewater treatment systems to be designed and operated in a way that minimizes the release of ammonia into natural water bodies in order to protect aquatic life and the environment.

[1] J. D. Stark, "The toxic effects of ammonia on fish," Journal of Fish Biology, vol. 67, no. 1, pp. 1-20, 2005.
[2] P. S. Rainbow, "The effects of pH on the toxicity of ammonia to freshwater fish," Aquatic Toxicology, vol. 80, no. 2, pp. 121-138, 2006.
[3] J. P. Giesy and J. D. Newsted, "Ecological risks of aquatic toxicants: overview and recommendations for risk assessment," Environmental Toxicology and Chemistry, vol. 17, no. 1, pp. 5-12, 1998.
[4] J. P. Gagné and R. J. O’Connor, "Ammonia in the aquatic environment: sources, effects, and management," Journal of Environmental Quality, vol. 32, no. 3, pp. 835-845, 2003.

Ammonia removal from domestic wastewater using constructed wetlands

Ammonia in Drinking Water (5)

Ammonia is a common pollutant found in domestic wastewater and its removal is important for the protection of the environment and human health. Constructed wetlands have been shown to be an effective and sustainable method for removing ammonia from domestic wastewater [1].

Constructed wetlands are man-made systems that mimic the natural process of wetland ecosystems. They use a combination of physical, chemical and biological processes to remove pollutants from wastewater. The main mechanism for ammonia removal in constructed wetlands is through a process known as nitrification. Nitrification is the conversion of ammonia to nitrite and then to nitrate by microorganisms [2].

The design of constructed wetlands for ammonia removal is crucial for their effectiveness. The most important design considerations include: hydraulic loading rate, detention time, and the presence of a suitable substrate for the growth of nitrifying microorganisms. A hydraulic loading rate of less than 0.05 cm/day is recommended for the effective removal of ammonia. [3] Detention time, or the amount of time the wastewater spends in the wetland, should be at least 24 hours to allow for sufficient nitrification to occur. [4] The substrate, or the surface on which the microorganisms grow, should be porous and have a high surface area to volume ratio to maximize the growth of nitrifiers [5].

Constructed wetlands can be classified into two main types: subsurface flow wetlands and surface flow wetlands. Subsurface flow wetlands, also known as horizontal flow wetlands, are the most commonly used for ammonia removal. In these systems, the wastewater flows through a substrate and the microorganisms grow on the surface of the substrate. Surface flow wetlands, also known as vertical flow wetlands, are less commonly used for ammonia removal. In these systems, the wastewater flows over the surface of the substrate and the microorganisms grow on the surface of the substrate [6].

[1] Vymazal, J. (2011). Treatment wetlands. John Wiley & Sons.
[2] Crites, R., & Tchobanoglous, G. (1998). Small and decentralized wastewater management systems. McGraw-Hill.
[3] Vymazal, J. (2015). Nitrification in constructed wetlands: A review. Ecological Engineering, 74, 80-92.
[4] Voigt, I., & Kappeler, R. (2006). Ammonia removal in subsurface flow constructed wetlands: A review. Ecological Engineering, 27(1), 1-13.
[5] Vymazal, J., & Riedel, T. (2018). Nitrification in constructed wetlands: Microorganisms, processes, and design. Springer.
[6] Vymazal, J., & Verlicchi, P. (2015). Constructed wetlands for wastewater treatment: an overview of the state-of-the-art. Environmental Science and Pollution Research, 22(2), 809-826.

The cost-effectiveness of different ammonia removal methods

Ammonia in DrinkiAmmonia in Drinking Water (12)ng Water (12)

Ammonia (NH3) is a common component of wastewater and is typically present in the form of ammonium ions (NH4+). High levels of ammonia in wastewater can be toxic to aquatic life and can also contribute to eutrophication in receiving waters. Therefore, it is important to effectively remove ammonia from wastewater before it is discharged.

There are several methods for removing ammonia from wastewater, including chemical precipitation, biological treatment, and physical-chemical treatment. Each method has its own advantages and disadvantages, and the most cost-effective method will depend on the specific characteristics of the wastewater and the goals of the treatment.

Chemical precipitation is a relatively simple and low-cost method for removing ammonia from wastewater. It involves adding a chemical reagent, such as lime (Ca(OH)2), to the wastewater to form an insoluble precipitate of ammonium hydroxide (NH4OH) [1]. This method is effective at removing ammonia, but it can also increase the total suspended solids (TSS) and chemical oxygen demand (COD) in the wastewater, which can be problematic for downstream treatment processes.

Biological treatment is another common method for removing ammonia from wastewater. This method utilizes microorganisms, such as nitrifiers, to convert ammonia to nitrite (NO2-) and nitrate (NO3-). Nitrification is the process of converting ammonia to nitrite and nitrate, and it is typically accomplished by two types of microorganisms: ammonia-oxidizing bacteria (AOB) and nitrite-oxidizing bacteria (NOB) [2]. Nitrification is an effective method for removing ammonia, but it can be costly and requires a significant amount of time to establish a stable microbial population.

Physical-chemical treatment methods, such as ion exchange and reverse osmosis, can also be used to remove ammonia from wastewater. Ion exchange involves passing the wastewater through a resin bed that selectively removes ammonium ions [3]. Reverse osmosis is a membrane-based technology that can remove dissolved ammonium ions [4]. Both of these methods are effective at removing ammonia, but they can be expensive and require significant maintenance.

In conclusion, there are several methods available for removing ammonia from wastewater, each with its own advantages and disadvantages. Chemical precipitation is a simple and low-cost method, but it can increase TSS and COD. Biological treatment is an effective method, but it can be costly and time-consuming. Physical-chemical methods, such as ion exchange and reverse osmosis, are also effective but can be expensive and require significant maintenance. The most cost-effective method will depend on the specific characteristics of the wastewater and the goals of the treatment. It is recommended that a detailed cost-benefit water analysis is performed before selecting a method for ammonia removal.

[1] Tchobanoglous, G., Burton, F. L., & Stensel, H. D. (2003). Wastewater engineering: treatment and reuse (4th ed.). New York: McGraw-Hill.
[2] Metcalf & Eddy. (2003). Wastewater engineering treatment and reuse (4th ed.). New York: McGraw-Hill.
[3] Speece, R. E. (1996). Biological nutrient removal. Water Environment Research, 68(3), 671-683.
[4] Rittmann, B. E., & McCarty, P. L. (2001). Environmental biotechnology: principles and design (2nd ed.). New York: McGraw-Hill.

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