This article discusses the formation of disinfection byproducts (DBP) in wastewater treatment and its impact on the environment. It explores the use of chlorine as a disinfectant and the adverse effects of DBPs on aquatic life. The article also suggests alternative disinfectants for wastewater treatment.
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FORMATION OF DBP IN WASTEWATER1 `FORMATION OF DBP IN WASTEWATER By (Name) Course Tutor Learning institution Date
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FORMATION OF DBP IN WASTEWATER2 Abstract In an attempt to protect the environment from being pullulated by the hazardous effluent. DBP formation has significantly been employed in the wastewater treatment process to achieve the standards required for the waste before their disposal. Factors such as limited drinking water supply, massive irrigation, rapid industrialization, source protection, the increasing population growth and the need for environmental protection sparked the need to treat the wastewater by the use of BDP in water treatment to be able to recycle and reuse the same water for other processes. The purpose of the DBP in wastewater treatment, however, is associated with specific adverse outcomes. The DBPs formed significantly affects the aquatic life in the water. There is, therefore, a need for an alternative disinfectant instead of the use of chlorine.
FORMATION OF DBP IN WASTEWATER3 Introduction The use of disinfection in the wastewater provides an alternative way to wastewater reclamation. The application of environmental friendly wastewater DBP help in the attempt to solve the water shortages affecting most countries in the world. Most countries in the world will be soon reclaiming their barren land through irrigation as a result of the use and application of the use and application disinfection technique, significantly improving the agricultural sector. The main reason for the wastewater treatment through disinfection technique is to help reduce the environmental pollution that may result from discharging untreated wastewater in the primary water sources(Guyer, 2018). This research paper elucidates the application of wastewater disinfectants such as DBP in the wastewater treatment process as well as various factors affecting the operation of wastewater treatment using disinfection byproducts in the wastewater and water treatment.
FORMATION OF DBP IN WASTEWATER4 Discussion Chlorine is one of the most commonly used disinfectants in the wastewater treatment process. Its use in the effluent, however, results in the formation of carcinogenic disinfection Byproduct. As a result of the reaction of the chlorine molecules in the effluent with both organic and inorganic compounds in the effluent. The establishment of the disinfectant Byproducts in the wastewater formed from the reaction of the chlorine with the various organic compounds to interfere with the aquatic ecosystems. It is, therefore, necessary to save the life of the marine creatures in the wastewater Adequate wastewater treatment can be achieved by the use of Microtox bioassay with Vibrio fischeri to intensively screen al the chemicals used in the wastewater treatment for the removal of any disinfection byproduct formed. As the ratio of the chlorine molecule to ammonium ions increases, the rate of toxicity of the wastewater also increases(Guyer, 2018). Halonitromethanes (HNMs) is one of the examples of the disinfectant byproducts (DBPs) formed from the reaction of the chlorine molecules with both organic and inorganic compounds in the wastewater. Total Halonitromethanes formed in the wastewater as a byproduct of chlorination is directly proportional to the amount of bromine dissolved in the wastewater. As the bromine concentration increases in the sewer, the amount of THMs also formed increases. Also, as the bromide concentration increases, the rate of formation of the methyl bromide in the wastewater also increases. In the differentiation between the freshwater and the sewage, the following observations were made. At a higher concentration of the bromide, the distribution of the monohalogenated, dihalogenated and trihalogeneted for the drinking water, differs from that of
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FORMATION OF DBP IN WASTEWATER5 the wastewater. This is, therefore, the surest way to distinguish between the contaminated or the pullulated water and the fresh drinking water. Apart from the use of chlorine for the direct disinfection of the wastewater, several other methods can also be used to disinfect the effluent water. Sodium hypochlorite can also be applied in shallow doses at a retention time of about 30mins — different ways of disinfection such as electrochemical disinfection, use of chlorine dioxide, and the disinfection using chloramines. Several factors may affect the process of the formation of disinfection byproducts. They include the chlorine contact time, the turbidity of the wastewater, the pH, Temperature as well as the disinfectant dosage. Generally, the formation of disinfection byproducts increases with the amount of time the applied chlorine dosage will have with the wastewater under treatment. However, for the pH, the rate of formation of the disinfection byproducts in the sewer is inversely proportional to the pH value. As the pH of the wastewater increases, the rate of formation of disinfection byproducts decreases monotonically(Guyer, 2018). The rise in temperature increases the kinetic energy of both the chlorine molecules and the organic compounds in the wastewater. Therefore temperature is directly proportional to the rate of formation of the disinfection byproducts. As temperature increases, so do the rate of formation of the disinfection byproduct. The process in figure 1 below shows the stepwise process involved in the application of disinfection byproducts (DBPs) formation in the wastewater treatment process. Wastewater from the industries and other sources is pumped to the injector. It is then disinfected with the supplied liquid sodium hypochlorite. The resulting sewage then flows into the mixers where the effluent is thoroughly mixed with the chlorine solution from the injector to form DBPs. The DBPs formed depends on the contact time chlorine molecule have with the flowing wastewater within the mixer. The
FORMATION OF DBP IN WASTEWATER6 resulting solution from the mixer is pumped to sulfonate through the chlorine residual analyzer. The disinfected effluent is again thoroughly mixed with liquid sulfur dioxide from the liquefied sulfur dioxide. The DBPs formed at this stage is now ready to be used as in the wastewater treatment, as shown in the diagram below. Figure 1: showing the designed process for the wastewater treatment using the by disinfection by-products as drafted from(Stalter, Von Gunten, & Escher, 2016, p.878). Disinfection by-products can also be used in the treatment of drinking water to prevent various infections associated with waterborne diseases. Chlorine is very reactive is used as a disinfectant for the inactivation of disease-causing microorganisms in the drinking water. However, there are several health complications associated with the use of chlorine as a
FORMATION OF DBP IN WASTEWATER7 disinfectant for the treatment of drinking water(Guyer, 2018). The formation of the various byproducts of disinfection cases side effects on human health, DBPs are associated with liver cancer, bladder cancers among many other side effects. However, the need for enough drinking water calls for the application of disinfection byproducts formation for the treatment of drinking water. The schematic diagram below shows the process involved in the formation of a regulated DBPs that suits drinking water treatment. As drafted from(Stalter, Von Gunten, & Escher, 2016, p.878). The design process above shows how the recommended DBPs from the various series of reactions involved. Natural organic matter, algae organic matter, and wastewater effluent organic matter under controlled pH, contact time, and temperature reacts with inorganic DBP such as bromide, iodide, and nitric(Guyer, 2018). The resulting products then react with the various disinfectants such as chlorine, chloramines, chlorine dioxide, Ozone, and ultraviolet under favorable pH, retention time, and temperature to form regulated emerging disinfection
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FORMATION OF DBP IN WASTEWATER8 byproducts. The examples of the byproducts include; trihalomethane (THMs), haloacetic acids (HAAs), haloacetaldehydes, Halonitromethanes as well as the nitrosamines that has negligible side effects on human health when used in the water treatment for human consumption. In comparing the DBPs formation in case of wastewater and water, there is an extensive use of chlorine as disinfectant in the case of wastewater leading to the formation of excess of trihalomethane (THMs), haloacetic acids (HAAs), haloacetaldehydes, Halonitromethanes as well as the nitrosamines byproducts that causes side effects on human health. These DBPs are associated with liver cancer, bladder cancers among many other side effects hence making the resulting water from the treated wastewater not recommended for human consumption. However, in the case of water treatment alternatives of chlorine such as ozone, ultraviolet, and ultrasound technology are used as disinfectants as they produce a regulated amount of the DBPs formation that has a negligible side effect on the human health. Furthermore, the use of ultrasound in water treatment eliminates the production of DBPs, such as trihalomethane (THMs harmful to human health. Conclusion In summary, the formation of various disinfectants products such as trihalomethane (THMs), haloacetic acids (HAAs), haloacetaldehydes, Halonitromethanes as well as the nitrosamines formed from the reaction of the disinfectants with both organic and inorganic compounds in the wastewater can be used for both wastewater treatment as well as in the treatment of drinking water(Guyer, 2018). Factors such as temperature, turbidity, pH, the
FORMATION OF DBP IN WASTEWATER9 amount of both organic and inorganic compounds found in the wastewater as well as the contact time affects the rate of formation of disinfection byproducts. Finally, the regulated form of the DBPs has little adverse side effects on human health hence suitable for use in drinking water treatment as opposed to the use of hazardous chlorine as the disinfectant.
FORMATION OF DBP IN WASTEWATER10 Bibliography Beauchamp, N., Dorea, C., Bouchard, C., and Rodriguez, M., 2018. Use of differential absorbance to estimate concentrations of chlorinated disinfection by-product in drinking water: Critical review and research needs.Critical reviews in environmental science and technology,48(2), pp.210-241. Dong, H., Qiang, Z., and Richardson, S.D., 2019. Formation of Iodinated Disinfection Byproducts (I-DBPs) in Drinking Water: Emerging Concerns and Current Issues. Accounts of chemical research. Guyer, J.P. ed., 2018.An Introduction to Domestic Water Treatment. Guyer Partners. Li, X.F., and Mitch, W.A., 2018. Drinking water disinfection byproducts (DBPs) and human health effects: multidisciplinary challenges and opportunities. Ma, C., Xu, H., Zhang, L., Pei, H., and Jin, Y., 2018. Use of fluorescence excitation-emission matrices coupled with parallel factor analysis to monitor C-and N-DBPs formation in drinking water recovered from cyanobacteria-laden sludge dewatering.Science of The Total Environment,640, pp.609-618. Sawade, E., Fabris, R., Humpage, A., and Drikas, M., 2016. Effect of increasing bromide concentration on toxicity in treated drinking water.Journal of water and health,14(2), pp.183-191. Stalter, D., O'Malley, E., Von Gunten, U. and Escher, B.I., 2016. Point-of-use water filters can effectively remove disinfection by-products and toxicity from chlorinated and chloraminated tap water.Environmental Science: Water Research & Technology,2(5), pp.875-883.
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FORMATION OF DBP IN WASTEWATER11 Tan, X., Chen, C., Hu, Y., Wen, J., Qin, Y., Cheng, J., and Chen, Y., 2018. Novel AgNWs- PAN/TPU membrane for point-of-use drinking water electrochemical disinfection. Science of The Total Environment,637, pp.408-417. Zwiener, C., 2017. K. Clive Thompson, Simon Gillespie, and Emma H. Goslan (Eds.): Disinfection by-products in drinking water.Analytical and bioanalytical chemistry, 409(7), pp.1727-1728.
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