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Journal articles on the topic 'Water treatment plants'

Author: Grafiati

Published: 4 June 2021

Last updated: 29 July 2024

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1

N.N., Mamatkulov. "Chemical Treatment Of Water In Ammophos Production Plants." American Journal of Agriculture and Biomedical Engineering 03, no. 06 (June 18, 2021): 1–5. http://dx.doi.org/10.37547/tajabe/volume03issue06-01.

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This paper presents purification methods for the analysis of effluents from an ammophos production plant. Chemical analysis of the waters shows that phosphorus slags and phosphogypsum contain harmful elements such as strontium, arsenic, cadmium, titanium and manganese. Theoretical work on the control of ammophos max wastewater. Wastewater was found to contain Ca, Mg, F, S, P, N2 and trace elements.

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2

Fahrenkamp-Uppenbrink, J. "ENVIRONMENTAL SCIENCE: Water Treatment Plants." Science 308, no. 5719 (April 8, 2005): 169a. http://dx.doi.org/10.1126/science.308.5719.169a.

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3

Mohiyaden, HA, LM Sidek, G. Hayder, and MN Noh. "Water Quality Assessment Klang River Water Treatment Plants." International Journal of Engineering & Technology 7, no. 4.35 (November 30, 2018): 639. http://dx.doi.org/10.14419/ijet.v7i4.35.23075.

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The quality of Klang river water is deteriorating dramatically since it is in urban places every day and become one of the major problems. Therefore, the Malaysian government had initiated one river cleaning project named River of Life (ROL) project. This project is for rehabilitating and restoring the Klang river. A series of river water treatment plant (RWTP)s have been operated in Klang river catchment since 2014. Six RWTPs station has been monitored up to eight stations until presents. Eight parameters consisting of physio-chemical types and biological types have been recorded. RWTP effluent discharges are targeted to achieve Malaysia Interim National Water Quality Standard (INWQS) under Class II B. Since previous RWTP performance only emphasized on local river pollutants and certain conditions, this paper will investigate the effectiveness of full-scale RWTP unit process for river condition. Water quality assessment are involved which are consist of effluent water quality monitoring and pollutant removal efficiency. Most of the major pollutants able to be reduced by more than 50% reduction. Although BOD and AN still not able to achieve standard range gazetted by INWQS Class IIB, there is an improvement of river water quality at Klang River by using IFAS technology adopted in the RWTP system.

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4

Jofre, J., E. Ollé, F. Lucena, and F. Ribas. "Bacteriophage removal in water treatment plants." Water Science and Technology 31, no. 5-6 (March 1, 1995): 69–73. http://dx.doi.org/10.2166/wst.1995.0563.

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Presence of bacteriophages was evaluated at different stages of two water treatment plants in order to investigate the usefulness of phages as model organisms for assessing the efficiency of the processes. Bacteriophages tested were somatic coliphages, F-specific coliphages and phages infecting Bacteroides fragilis. The presence of human enteric viruses was determined as well in the raw water, the finished water and in samples taken in the distribution network. Results show that in these particular treatment plants, which include prechlorination, phages infecting B. fragilis are more resistant to the treatment processes than the other two phages studied.

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5

Ohto, Tohru. "Process control of water treatment plants." Japan journal of water pollution research 11, no. 9 (1988): 536–42. http://dx.doi.org/10.2965/jswe1978.11.536.

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6

Sawada, Shigeki. "Membrane filtration in water treatment plants." membrane 26, no. 5 (2001): 199–206. http://dx.doi.org/10.5360/membrane.26.199.

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7

Rice, Rip G. "Ozone In USA Water Treatment Plants." Ozone: Science & Engineering 17, no. 5 (October 1995): i—ii. http://dx.doi.org/10.1080/01919512.1995.10555760.

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8

Calkins, Donald C. "Handling Sludge From Water Treatment Plants." Opflow 11, no. 8 (August 1985): 1–5. http://dx.doi.org/10.1002/j.1551-8701.1985.tb00409.x.

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9

Calkins, Donald C. "Handling Sludge From Water Treatment Plants." Opflow 11, no. 9 (September 1985): 6–7. http://dx.doi.org/10.1002/j.1551-8701.1985.tb00417.x.

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10

Skolubovich, Yury, Evgeny Voytov, Alexey Skolubovich, and Lilia Ilyina. "Cleaning and reusing backwash water of water treatment plants." IOP Conference Series: Earth and Environmental Science 90 (October 2017): 012035. http://dx.doi.org/10.1088/1755-1315/90/1/012035.

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11

Lee, Lim-Kyu, Ju-Hyun Kim, Jaehong Park, and Junghwan Kim. "Water quality at water treatment plants classified by type." Toxicology and Environmental Health Sciences 8, no. 5 (December 2016): 296–301. http://dx.doi.org/10.1007/s13530-016-0289-6.

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12

Sultana, Zakia, Md Ershad Ali, Md Sala Uddin, and Md Mominul Haque. "Implementation of Effluent Treatment Plants for Waste Water Treatment." Journal of Environmental Protection 04, no. 03 (2013): 301–8. http://dx.doi.org/10.4236/jep.2013.43035.

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13

Brayalovsky, G. B., O. B. Naschetnikova, and E. V. Migalatiy. "Reducing water pollution risks by wash water from water treatment plants." IOP Conference Series: Materials Science and Engineering 972 (November 22, 2020): 012076. http://dx.doi.org/10.1088/1757-899x/972/1/012076.

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14

Wackett, Lawrence P. "Web Alert: Microbiology of water treatment plants." Environmental Microbiology 22, no. 2 (February 2020): 796–97. http://dx.doi.org/10.1111/1462-2920.14917.

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15

Alexandrovskaya, L. N., O. M. Rosenthal, and A. V. Kirillin. "Monitoring the Health of Water Treatment Plants." IOP Conference Series: Earth and Environmental Science 459 (April 15, 2020): 022098. http://dx.doi.org/10.1088/1755-1315/459/2/022098.

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16

Bruyako, Michail, and Larisa Grigoreva. "Mobile plants for plasma chemical water treatment." MATEC Web of Conferences 170 (2018): 04004. http://dx.doi.org/10.1051/matecconf/201817004004.

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Water is a valuable natural resource. It provides an exceptional role in metabolic processes, which are the basis of life. The negative factor of human activity is pollution of the environment, including water resources. Municipal sewage treatment is an urgent environmental problem. It exists both in Russia and abroad. Despite all the measures and methods used to treat wastewater, pollutants continue to flow into water bodies. The most dangerous pollutants are heavy metals, organic substances (proteins, fats, carbohydrates). To solve this problem, both traditional and modern methods are proposed. The purpose of this study is to develop an energy-efficient, eco-friendly mobile device for water purification based on the action of low-temperature nonequilibrium plasma. The developed installation has a small weight of 20 to 50 kg, occupies a small area. To move it you can use any vehicle. Model samples and samples from the municipal sewerage network were prepared as experimental samples. The effect of low-temperature plasma showed a high degree of purification with a single exposure at low values of electric energy consumption per unit of water to be purified. Reduction of the concentration of ammonium-ion and ammonium nitrogen reaches 96-98%.

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17

BARBIER, J. M., O. RICCI, A. MONTIEL, and Y. RICHARD. "Paris Improves Its Drinking Water Treatment Plants." Water and Environment Journal 6, no. 2 (March 1992): 2–12. http://dx.doi.org/10.1111/j.1747-6593.1992.tb00701.x.

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18

Gregory, R., and G. Dillon. "Minimising Sludge Production at Water-Treatment Plants." Water and Environment Journal 16, no. 3 (August 2002): 174–79. http://dx.doi.org/10.1111/j.1747-6593.2002.tb00391.x.

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19

Sivrikov, S. R. "Innovative Water Treatment Technologies for Metallurgical Plants." Metallurgist 59, no. 1-2 (May 2015): 3–8. http://dx.doi.org/10.1007/s11015-015-0054-0.

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20

McNeill, Laurie S., and Marc Edwards. "Soluble arsenic removal at water treatment plants." Journal - American Water Works Association 87, no. 4 (April 1995): 105–13. http://dx.doi.org/10.1002/j.1551-8833.1995.tb06346.x.

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21

Morera, S., Ll Corominas, M. Poch, M. M. Aldaya, and J. Comas. "Water footprint assessment in wastewater treatment plants." Journal of Cleaner Production 112 (January 2016): 4741–48. http://dx.doi.org/10.1016/j.jclepro.2015.05.102.

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22

Hamm, Jim. "Filling Spare Moments at Water Treatment Plants." Opflow 14, no. 6 (June 1988): 1–6. http://dx.doi.org/10.1002/j.1551-8701.1988.tb00482.x.

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23

El-Taweel, Gamila E., and Ahmad M. Shaban. "Microbiological quality of drinking water at eight water treatment plants." International Journal of Environmental Health Research 11, no. 4 (November 2001): 285–90. http://dx.doi.org/10.1080/09603120120070900.

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24

Plotnikov, I. B. "MODERNIZATION OF THE MECHATRONIC WATER TREATMENT MODULE FOR PROCESSING PLANTS OF THE AGRO-INDUSTRIAL COMPLEX." Eurasian Physical Technical Journal 20, no. 4 (46) (December 19, 2023): 99–110. http://dx.doi.org/10.31489/2023no4/99-110.

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The agro-industrial complex facilities use water for various purposes. The volume of water consumed by them is large. With the total annual withdrawal of water as a resource from natural water bodies exceeding 60 km3of water, up to a quarter of ше goes to agro-industrial complexes. While these data are approximate, they allow calling agriculture one of the largest water consumers. An important parameter is water quality affected by the method of water treatment. The most promising method of water treatment is cryoconcentration, which involves the crystallization of moisture with subsequent displacement of the solid phase. The imperfection of this process and its mechanization hinder the implementation of this method into production. To increase the productivity of the cryoconcentration method during water treatment, a new design of a carousel-type apparatus with recuperation was developed. To reduce the capture of undesirable elements by the crystallizer and to determine the nature of the crystallization process on the working plates of the cryoconcentrator, a series of experiments was carried out to establish rational parameters of the process. This allowed the authors to develop a mechatronic cryoconcentration module for a carousel-type apparatus.

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25

Obodovych, O. M., V. V. Sydorenko, Y. V. Bulii, and O. E. Stepanova. "WASTEWATER TREATMENT OF THERMAL POWER PLANTS (TPP)." Thermophysics and Thermal Power Engineering 49, no. 2 (June 11, 2023): 69–76. http://dx.doi.org/10.31472/ttpe.2.2023.8.

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An analysis of TPP wastewater, as well as technologies and equipment for their treatment, for choosing a rational mode and determining the maximum permissible concentrations of harmful substances characteristic of the energy industry before discharge into reservoirs was carried out. The compositions of the listed effluents are different and are determined by the type of thermal power plants (TPP) and the main equipment, its capacity, type of fuel, composition of the source water, method of water treatment, etc. For example, water after cooling turbine condensers and air coolers usually carries so-called thermal pollution, since its temperature is 8...10 ºС higher than the temperature of water in the water source. In some cases, cooling water can introduce foreign substances into natural reservoirs. In order to reduce the level of soil and groundwater pollution, local wastewater treatment facilities were constructed at thermal power stations. The second method is the collection of waste water in specially created containers with subsequent purification using sedimentation tanks and filters, which have anthracite or activated carbon as a filter material. TPP waste water is diverse and the chemical composition of each of the effluents is different. Wastewater treatment technology is complex and multi-stage and requires a large amount of various equipment. The ITTF of the National Academy of Sciences has developed a multi-purpose rotor-type aeration and oxidation plant (AORT), which works according to the method of discrete-pulse energy input (DPEI). This installation makes it possible to speed up the rate of heat and mass exchange of chemical reactions in water and water systems by 25-30 %. It makes it possible to reduce the duration of cleaning processes, reduce energy consumption by 2-3 times and consumption of reagents by 20-25 %. The AORT installation is used to clean sewage from iron, manganese, hydrogen sulfide, carbon dioxide, sulfates, and nitrates.

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26

Murko, Elena, Vasily Murko, and Jurgen Kretchmann. "Sludge water stabilization treatment." E3S Web of Conferences 303 (2021): 01048. http://dx.doi.org/10.1051/e3sconf/202130301048.

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Technologically contaminated water, formed during processing of coal slurries, finds its application in modern technological cycles of coal enrichment. Limitation of use of untreated recycled water of coal concentration plants is caused by a high degree of its mineralization by various salts, presence of insoluble solid particles and presence of flotation reagents, coagulants and flocculants. Part of technical water purified from mineral and organic contaminants can be used in heating systems and heat exchange equipment of industrial enterprises, including the coal industry. For this purpose, it is necessary to reduce the scale-forming ability of service water (to reduce the content of soluble calcium and magnesium salts in water). One of the most effective and advanced methods is the stabilization treatment of water with an electric field. In addition, this method is environmentally safe, low-cost and simple. The article gives the foundation of the method of stabilization treatment of recycled water of concentrating plants by an electric field, a description of the methodology of the laboratory experiment for scaling reduction, and the analysis of the results.

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27

Rodríguez-Villanueva, Paula, and David Sauri. "Wastewater Treatment Plants in Mediterranean Spain: An Exploration of Relations between Water Treatments, Water Reuse, and Governance." Water 13, no. 12 (June 21, 2021): 1710. http://dx.doi.org/10.3390/w13121710.

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Wastewater treatment plants (WWTPs) are fundamental to enable the transition towards the principles of a circular economy in water supply. In Mediterranean Spain, an area with recurrent episodes of water stress, treated wastewater may become a critical resource for the future. However, its incorporation into the array of potential water options opens up questions regarding the different qualities obtained with each treatment, the extent of existing water reuse practices, or the governance regime of plants. In this paper, the state of WWTPs in Mediterranean Spain is analyzed, with focus on plant sizes, treatment technologies, water use, and governance regimes. The latter shows a strong presence of private WWTPs and a lesser extent of public–private WWTPs, while the number of public plants is small. Regarding treatment technologies, the most sophisticated systems are found in public–private plants that are also the largest in size. Reclaimed water is very significant for agricultural and golf course irrigation in some areas (Valencia, Murcia, Andalusia), but still relatively incipient for other uses.

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28

FROLOV, A. E., and O. N. KOTKOVA. "EFFECT OF TREATMENT PLANTS ON ENVIRONMENTAL SAFETY." Urban construction and architecture 3, no. 4 (December 15, 2013): 68–74. http://dx.doi.org/10.17673/vestnik.2013.04.12.

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Water treatment and returning the treated water into the production is very important for refining and petrochemical industries. The technical condition of wastewater and water treatment with characteristic lesions of structural elements significantly aﬀect the ecology of the environment and the plant area with flooding possible contamination of groundwater. These issues are discussed based on a survey of individual objects petrochemicals.

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29

Jiang, Li, Zhibin Wen, Yunling Zhang, Zhenyong Zhao, Mohsin Tanveer, Changyan Tian, and Lei Wang. "Transgenerational Effects of Maternal Water Condition on the Growth, C:N Stoichiometry and Seed Characteristics of the Desert Annual Atriplex aucheri." Plants 10, no. 11 (November 2, 2021): 2362. http://dx.doi.org/10.3390/plants10112362.

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Water conditions directly affect plant growth and thus modify reproduction allocation. However, little is known about the transgenerational effects of water conditions on xerophytes. The desert annual Atriplex aucheri produces three types of seeds (A: dormant, ebracteate black seeds; B: dormant, bracteolate black seeds; C: non-dormant, bracteolate brown seeds) on a single plant. The aim of this study was to investigate the effects of low/high water treatment (thereafter progeny water treatment) on aboveground biomass, C:N stoichiometry, and offspring seed characteristics of A. aucheri grown from brown seeds whose mother plants were under low/high water treatment (thereafter maternal water treatment). Progeny water only affected shoot dry weight and seed allocation of type A. Under low progeny water treatment, plants from parents with low maternal water treatment had the lowest biomass. Maternal water did not significantly influence the C and N content, however high maternal water increased the C:N ratio. Maternal water treatment did not significantly affect seed number. However, plants under low maternal and progeny water treatments had the lowest weight for type B seeds. When progeny plants were under low water treatment, seed allocation of type A, type B, and total seed allocation of plants under high maternal water were significantly lower than those of plants under low maternal water. These results indicate that water conditions during the maternal generation can dramatically contribute to progeny seed variation, but the transgenerational effects depend on the water conditions of progeny plants.

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30

Ramsey, Craig L. "Magnetized Seeds and Structured Water: Effects on Resilience of Velvet Bean Seedlings (Mucuna pruriens) under Deficit Irrigation." Journal of Basic & Applied Sciences 19 (December 31, 2023): 249–70. http://dx.doi.org/10.29169/1927-5129.2023.19.19.

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A custom-built water generator supplied structured water (SW) for applying the deficit irrigation treatments to velvet bean plants (Mucuns pruriens). The objectives of the study were to 1) determine the effects of magnetized seed treatment on velvet bean plants, 2) determine the effects of magnetized and hydroxylated water treatments on velvet bean plants, and 4) determine the effects of deficit irrigation, using three soil moisture levels, on velvet bean plants. The optimal water-saving treatment was magnetized seeds plus 10 MT + HWT. This treatment had a 226% increase in transpiration and a 22% increase in water vapor concentration in the intercellular airspace for the low soil moisture watering schedule. The three study factors in the optimal seed and water treatment had a synchronistic effect for enhancing metabolic efficiency by increasing whole plant WUE by 87% and carbon assimilation efficiency by 66% in the low soil moisture schedule. Plants irrigated with SW water and grown from magnetized seeds had enhanced resilience to high water stress conditions by maintaining adequate levels of biologically structured water. The rapid deactivation of a suite of highly interconnected defense activities in the optimal seed and water treatments implies that the plants exhibit macroscopic coherence properties. Coherence at the macroscopic level resulted in complex synchronization between metabolic efficiency, plant health, and deactivation of a suite of regulatory defenses in plants exposed to high water stress.

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31

Dorussen, Harry L., and Wilfried B. A. Wassenberg. "Feasibility of treatment of low polluted waste water in municipal waste water treatment plants." Water Science and Technology 35, no. 10 (May 1, 1997): 73–78. http://dx.doi.org/10.2166/wst.1997.0361.

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In many cases municipal waste water treatment plants receive considerable amounts of low polluted waste water like pretreated industrial waste water, polluted ground water etc. It is not known to what extent treatment of this type of waste water in a municipal waste water treatment plant is feasible with regard to environmental effects and costs. In this paper the effects of this type of waste water on the removal efficiencies of nitrogen, heavy metals and organic micropollutants have been described and costs have been given to prevent an increase of emission loads. For an estimation of the effects on the emission loads simulation models have been used. For an existing oxidation system with a relatively high amount of low polluted waste water simulation runs have been made for situations with and without low polluted waste water. On basis of the results of this case study a system has been developed for the assessment of the feasibility of treatment of low polluted waste water in a municipal waste water treatment plant.

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32

Makungo, R., J. O. Odiyo, and N. Tshidzumba. "Performance of small water treatment plants: The case study of Mutshedzi Water Treatment Plant." Physics and Chemistry of the Earth, Parts A/B/C 36, no. 14-15 (2011): 1151–58. http://dx.doi.org/10.1016/j.pce.2011.07.073.

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33

ASLAN, Şükrü, and Sayiter YILDIZ. "Noise Assessment of Water and Wastewater Treatment Plants." Cumhuriyet Science Journal 38, no. 4 (December 8, 2017): 798–812. http://dx.doi.org/10.17776/csj.349336.

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34

Saatçı, A. M., and V. Eroğlu. "Trihalomethane (THM) reduction in Istanbul water treatment plants." Water Supply 1, no. 2 (March 1, 2001): 175–81. http://dx.doi.org/10.2166/ws.2001.0035.

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This paper describes trihalomethane reduction in an Istanbul drinking water plant. The total THM levels (TTHM) could be controlled by decreasing the post-chlorination doses. After the commencement of the pre-ozonation process, pre-chlorination was terminated and a sudden drop of THM values in the effluent of the plant was observed. A predictive model that gives a good fit to the observed TTHM levels during the 7 months operation of the plant with and without the pre-ozonation process was presented.

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35

Nager, Michael. "TRANSIENT LIGHTNING PROTECTION FOR WATER/WASTEWATER TREATMENT PLANTS." Proceedings of the Water Environment Federation 2000, no. 10 (January 1, 2000): 765–72. http://dx.doi.org/10.2175/193864700784545289.

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36

Huber, John, Steve Nation, Kent A. Lackey, and Scott Carr. "COMPREHENSIVE RESIDUALS MANAGEMENT FOR MULTIPLE WATER TREATMENT PLANTS." Proceedings of the Water Environment Federation 2001, no. 1 (January 1, 2001): 498–510. http://dx.doi.org/10.2175/193864701784993128.

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37

Oliveira, M. D., L. D. V. Melo, L. L. Queiroga, S. M. A. C. Oliveira, and M. Libanio. "Applying reliability analysis to evaluate water treatment plants." Water Supply 14, no. 4 (March 8, 2014): 634–42. http://dx.doi.org/10.2166/ws.2014.019.

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The aim of this study was to demonstrate the applicability of reliability analysis to a water treatment plant (WTP). Data from daily monitoring of raw and finished water quality from a direct filtration WTP covered the parameters of turbidity, apparent colour, pH, aluminum, chlorine and fluoride, from December 2007 to August 2011. Data analysis included descriptive statistics and adherence tests to normal, log-normal, rectangular, exponential and gamma distributions. A reliability analysis was conducted in three steps: (i) estimation of mean values for monitored parameters based on the established percentage of compliance and comparison with observed mean; (ii) estimation of expected percentage of compliance based on observed mean values and comparison with the observed percentages; and (iii) evaluation of the applicability of reliability analysis to parameters with upper and lower limits. When the comparison between estimated and observed percentages of compliance was made, reliability analysis led to inaccurate results for parameters whose observed percentage of compliance remained below 90%. For parameters whose observed percentage of compliance tended to fullness, deviations were not observed. It is believed that such a conclusion can be extrapolated to estimated mean values: most accurate results are obtained for parameters that have percentages of compliance near 100%.

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38

Georgescu, Vlad Cristian. "Operations Management in Water and Wastewater Treatment Plants." Applied Mechanics and Materials 245 (December 2012): 179–84. http://dx.doi.org/10.4028/www.scientific.net/amm.245.179.

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This paper explains the necessity of implementing Operations Management Software (OMS) in SCADA systems, by highlighting the benefits of OMS in water and wastewater plants. The modern approach for implementing this kind of system in a Service Oriented Architecture (SOA) is also presented, with examples of existing systems.

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39

Faez Abdulmohsin Al-Kathili and Doaa hameed khalaf. "Spiral tube flocculation for drinking water treatment plants." GSC Advanced Engineering and Technology 4, no. 1 (September 30, 2022): 059–71. http://dx.doi.org/10.30574/gscaet.2022.4.1.0052.

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Almost all water treatment plants for either surface raw water or water from reservoirs needs to have some kind of a system to eliminate time required for particles to settle down in the settling tanks (This occurs by increase turbidity particle size). A coagulant to be added and a flocculation’s system to inshore a good and homogenous distribution of chemicals to form up the correct size of particles to settled within the settling tanks. In water treatment plants many types of clary- flocculates are used either the mechanicals paddle or hydraulic jumps of steam water or using the spiral tubes (As on this study). In addition, a Jar Test should be used to assess the suitability of flocculation treatment for a given raw water. Unfortunately, even Jar Test suffers from a number of disadvantages. a number of study for Spiral Flocculate, has been shown I claimed to be a better method for continuous assessment of flocculation. Within multimedia sands and a spiral flocculate’s. Constant flow (generated from a tank with spill way to ensure a constant head all through the test cycles, results are recorded, and a number of remarks and suggestions are produced. This study will make use of a number of laboratory tests on a small model of treatment plants made for this purpose consist mainly of a gravity filter compares the performance of Spiral Flocculate The experiments conducted reveal that the Spiral Flocculate has a better effective energy. Even that this method need more future study and theoretical equations for the developing of chain flocs are needed. However, the size of flocs in Spiral Flocculate seems to be overestimated relative to the real flocculate and coagulations. Purpose: A continuous need for improving water treatment techniques allows for new technologies for obtaining adequate water, both in terms of quality and quantity. In order to obtain an efficient, rapid and low-cost clarification system, this study proposes the use of spired coiled tubes as a coagulation-flocculation reactor to evaluate the proposed clarification system, a number of experimental test where generated and a pumped kaolin with controlled quantities are pumped to city water and used in this study. Water with controlled head is used all the time and records are generated for the evaluation.

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40

Reimann, Dieter O. "Treatment of Waste Water From Refuse Incineration Plants." Waste Management & Research 5, no. 1 (January 1987): 147–57. http://dx.doi.org/10.1177/0734242x8700500118.

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41

Hartshorn, Andrew J., George Prpich, Andrew Upton, Jitka Macadam, Bruce Jefferson, and Peter Jarvis. "Assessing filter robustness at drinking water treatment plants." Water and Environment Journal 29, no. 1 (July 2, 2014): 16–26. http://dx.doi.org/10.1111/wej.12094.

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42

Larin, B. M., E. N. Bushuev, A. B. Larin, E. A. Karpychev, and A. V. Zhadan. "Improvement of water treatment at thermal power plants." Thermal Engineering 62, no. 4 (March 25, 2015): 286–92. http://dx.doi.org/10.1134/s0040601515020056.

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43

Qrenawi, Luay I., and Fahid K. J. Rabah. "Sludge management in water treatment plants: literature review." International Journal of Environment and Waste Management 27, no. 1 (2021): 93. http://dx.doi.org/10.1504/ijewm.2021.10033677.

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Qrenawi, Luay I., and Fahid K. J. Rabah. "Sludge management in water treatment plants: literature review." International Journal of Environment and Waste Management 27, no. 1 (2021): 93. http://dx.doi.org/10.1504/ijewm.2021.111909.

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Smit, Roland, Jasper van de Loo, Martine van den Boomen, Nima Khakzad, Geert Jan van Heck, and A. R. M. (Rogier) Wolfert. "Long-term availability modelling of water treatment plants." Journal of Water Process Engineering 28 (April 2019): 203–13. http://dx.doi.org/10.1016/j.jwpe.2019.01.021.

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Robinson, Shona, and Pierre R. Bérubé. "Membrane ageing in full-scale water treatment plants." Water Research 169 (February 2020): 115212. http://dx.doi.org/10.1016/j.watres.2019.115212.

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Den Hartog, C. "Aquatic plants for water treatment and resource recovery." Aquatic Botany 33, no. 1-2 (March 1989): 161–63. http://dx.doi.org/10.1016/0304-3770(89)90031-4.

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REIMANN, D. "Treatment of waste water from refuse incineration plants." Waste Management & Research 5, no. 2 (June 1987): 147–57. http://dx.doi.org/10.1016/0734-242x(87)90048-6.

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Ranieri, E., J. Świetlik, and T. Young. "Chlorites Control in European Drinking Water Treatment Plants." Proceedings of the Water Environment Federation 2007, no. 18 (October 13, 2007): 882–89. http://dx.doi.org/10.2175/193864707787452624.

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Amiri, Hoda, AmirHesam Hasani, MohammadSadegh Sekhavatjoo, Afshin Takdastan, Mehdi Ahmadi, and Alidad Keyani. "THMs assessment in Khuzestan rural water treatment plants." International Journal of Environmental Health Engineering 1, no. 1 (2012): 52. http://dx.doi.org/10.4103/2277-9183.105358.

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