تعداد نشریات | 161 |
تعداد شمارهها | 6,493 |
تعداد مقالات | 70,187 |
تعداد مشاهده مقاله | 123,331,537 |
تعداد دریافت فایل اصل مقاله | 96,540,576 |
Optimization of solar disinfection considering log reduction values (LRV) for treated urban wastewater | ||
Pollution | ||
دوره 8، شماره 3، مرداد 2022، صفحه 1061-1075 اصل مقاله (851.93 K) | ||
نوع مقاله: Original Research Paper | ||
شناسه دیجیتال (DOI): 10.22059/poll.2022.338481.1357 | ||
نویسندگان | ||
Sreedhar Reddy Sajjala* 1؛ Salam Kadhim Al Dawery2؛ Anwar Ahmed3؛ Najat Al Balushi4 | ||
1Department of Civil and Environmental Engineering, University of Nizwa, Oman | ||
2Department of Chemical and Petrochemical Engineering, University of Nizwa, Oman | ||
3Department of Civil and Environmental Engineering University of Nizwa, Oman | ||
4Department of Civil and environmental Engineering, University of Nizwa, Oman | ||
چکیده | ||
Solar disinfection is becoming increasingly popular around the world for eliminating pathogens present in wastewater. The goals of this study were to identify the significant variables and to maximize the log reduction values (LRV) of total coliforms present in treated urban wastewater using solar disinfection. To achieve the goals, a 23 full factorial design of experiments and response surface methodology were used. Solar disinfection was carried out in an open-air batch reactor and in a solar batch reactor. The three variables considered were solar irradiation, volume of sample and exposure time at two markedly different levels: solar irradiation (1100 Wh/m2 and 1700 Wh/m2), volume of sample (0.2 L and 2L), and exposure time (0.5 h and 3 h). When compared to other variables, exposure time was the most significant factor in the analysis of variance (ANOVA) study for both the reactor conditions. The regression equation developed for a solar reactor does not adequately explain the variability of the experimental data when compared to the regression equation developed for an open-air reactor. According to the response optimizer, the optimum values of the factors for solar disinfection using a solar reactor to achieve an LRV of 2 for 0.25 L of sample volume are 1700 Wh/m2 solar irradiation and 2.97 hours of exposure time. With an open-air reactor, 0.2 L of sample must be exposed to 1700 Wh/m2 of solar irradiation for 3 hours to achieve LRV of 2. | ||
کلیدواژهها | ||
ANOVA؛ Solar reactor؛ Solar irradiation؛ Design of Experiments؛ Pareto chart | ||
مراجع | ||
Adegoke, A. A., Amoah, I. D., Stenström, T. A., Verbyla, M. E. and Mihelcic, J. R. (2018). Epidemiological evidence and health risks associated with agricultural reuse of partially treated and untreated wastewater: A Review. Frontiers in Public Health, 6.
Al-Gheethi, A. A., Efaq, A. N., Bala, J. D., Norli, I., Abdel-Monem, M. O. and Ab. Kadir, M. O. (2018). Removal of pathogenic bacteria from sewage-treated effluent and biosolids for agricultural purposes. Applied Water Science, 8(2).
Anouzla, A., Abrouki, Y., Souabi, S., Safi, M. and Rhbal, H. (2009). Colour and cod removal of disperse dye solution by a novel coagulant: Application of statistical design for the optimization and regression analysis. Journal of Hazardous Materials, 166(2-3), 1302–1306.
Ayoub, G. M. and Malaeb, L. (2019). Solar water disinfection: UV radiation transmittance of various solar reactor tubes. Energy Procedia, 157, 498–511.
Baawain, M., Sana, A., Al-Yahyai, R. and Amoatey, P. (2019). Sustainable reuse options of treated effluents: A case study from Muscat, Oman. Journal of Environmental Engineering and Science, 14(4), 195–202.
Barwal, A. and Chaudhary, R. (2016). Feasibility Study for the treatment of municipal wastewater by using a hybrid bio-solar process. Journal of Environmental Management, 177, 271–277.
Basem F. Dababneh., Walid D. Shquirat. and Bassim E. Abbassi. 2012. Coliform-Specific Solar Disinfection of Treated Wastewater. Polish Journal of Environmental Studies, 21(6), 1577-1581.
Caslake, L. F., Connolly, D. J., Menon, V., Duncanson, C. M., Rojas, R. and Tavakoli, J. (2004). Disinfection of contaminated water by using solar irradiation. Applied and Environmental Microbiology, 70(2), 1145–1151.
Collivignarelli, M., Abbà, A., Benigna, I., Sorlini, S. and Torretta, V. (2017). Overview of the main disinfection processes for wastewater and drinking water treatment plants. Sustainability, 10(2), 86.
de Anda, J. and Shear, H. (2021). Sustainable wastewater management to reduce freshwater contamination and water depletion in Mexico. Water, 13(16), 2307.
Eaton, A. D., Clesceri, L. S., Greenberg, A. E. and Franson, M. A. H. (2017). Standard methods for the examination of water and wastewater. American Public Health Association., American Water Works Association., & Water Environment Federation. Washington, DC.
Environmental Protection Agency. (n.d.). EPA. Retrieved November 20, 2021, from https://www.epa.gov/waterreuse/guidelines-water-reuse.
Foo, N. S., Loh, S. K., Ismail, K. and Bachmann, R. T. (2020). Nutrient recovery from anaerobic palm oil mill effluent with thermally regenerated spent bleaching Earth using response surface methodology. Journal of Oil Palm Research, 32(2),245-257.
Gutiérrez-Alfaro, S., Rueda-Márquez, J. J., Perales, J. A. and Manzano, M. A. (2018). Combining sun-based technologies (microalgae and solar disinfection) for urban wastewater regeneration. Science of the Total Environment, 619-620, 1049–1057.
Hong, P.Y., Julian, T., Pype, M.L., Jiang, S., Nelson, K., Graham, D., Pruden, A. and Manaia, C. (2018). Reusing treated wastewater: Consideration of the safety aspects associated with antibiotic-resistant bacteria and antibiotic resistance genes. Water, 10(3), 244.
Islam, M. M. (2020). Demographic transition in sultanate of Oman: Emerging demographic dividend and challenges. Middle East Fertility Society Journal, 25(1).
M.D.(1986). Regulations for wastewater re-useand discharge. (n.d.). Retrieved November 20, 2021, from https://www.sustainableoman.com/wp-content/uploads/2016/05/MD-5-86.pdf.
Mansoor Ahammed, M., Dave, S. and Nair, A. T. (2014). Effect of water quality parameters on solar water disinfection: A statistical experiment design approach. Desalination and Water Treatment, 56(2), 315–326.
Moosa, I. S., Al-Iessi, L. M. and Kazem, H. A. (2020). Freshwater production and solar disinfection of water released from the air-conditioning cooling system: An experimental investigation. Renewable Energy and Environmental Sustainability, 5, 9.
Nalwanga, R., Quilty, B., Muyanja, C., Fernandez-Ibañez, P.and McGuigan, K. G. (2014). Evaluation of solar disinfection of E. coli under Sub-Saharan field conditions using a 25L borosilicate glass batch reactor fitted with a compound parabolic collector. Solar Energy, 100, 195–202.
Okolo, B. I., Adeyi, O., Oke, E. O., Agu, C. M., Nnaji, P. C., Akatobi, K. N. and Onukwuli, D. O. (2021). Coagulation kinetic study and optimization using response surface methodology for effective removal of turbidity from paint wastewater using natural coagulants. Scientific African, 14.
Qiang, J., Xu, P., He, J. and Li, R. (2013). Combined effects of temperature and salinity on growth and survival of (gift) nile tilapia larvae (Oreochromis niloticus). Journal of Fishery Sciences of China, 18(6), 1299–1307.
Santos, V. B., Machado, B. S., Atalla, A., Cavalheri, P. S.and Magalhães Filho, F. J. (2020). Microbiological evaluation of constructed wetlands and solar disinfection in wastewater treatment and reuse. Journal of Water and Health, 18(6), 1146–1153.
Sreedhar Reddy,S., Salam Kadhim, A.D., Anwar, A. and Munira Ali. (2019). Disinfection of total coliform bacteria in Falaj water by solar water disinfection(SODIS). Caspian Journal of Environmental Sciences, 17(4),285-294.
Tanyildizi, M. S., Özer, D. and Elibol, M. (2005). Optimization of α-amylase production by bacillus sp. using response surface methodology. Process Biochemistry, 40(7), 2291–2296.
Ubomba-Jaswa, E., Fernández-Ibáñez, P., Navntoft, C., Polo-López, M. I. and McGuigan, K. G. (2010). Investigating the microbial inactivation efficiency of a 25 L batch solar disinfection (SODIS) reactor enhanced with a compound parabolic collector (CPC) for household use. Journal of Chemical Technology & Biotechnology, 85(8), 1028–1037.
WHO.(2006). Guidelines for the safe use of wastewater excreta. https://apps.who.int/iris/bitstream/handle/10665/78265/9241546824_eng.pdf;sequence=1.
Yousuf, K. (2019). Efforts on to meet future water demand. Oman Observer. Retrieved November 20, 2021, from https://www.omanobserver.om/article/35582/Local/efforts-on-to-meet-future-water-demand. | ||
آمار تعداد مشاهده مقاله: 515 تعداد دریافت فایل اصل مقاله: 438 |