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All issues Volume 401 (2023) E3S Web of Conf., 401 (2023) 03026 References
Open Access
Issue
E3S Web of Conf.
Volume 401, 2023
V International Scientific Conference “Construction Mechanics, Hydraulics and Water Resources Engineering” (CONMECHYDRO - 2023)
Article Number 03026
Number of page(s) 10
Section Road Construction, Building Structures and Materials
DOI https://doi.org/10.1051/e3sconf/202340103026
Published online 11 July 2023
  1. Rizaev A.N, Adilov K.A, Xushvaqtov D.Q. Numerical determination of the performance of horizontal settling tanks. Journal “Scientificandtechnicalmagazine” 180-184. (2022). [Google Scholar]
  2. Davydov E.I., Lyamayev B.F. Investigation and calculation of vertical settler with spiral-wound packing. Magazine of Civil Engineering, Vol. 5, pp. 10-15. (2011). [CrossRef] [Google Scholar]
  3. Zhurovskiy M.Z., Skopetskiy V.V., Khrushch V.K., Belyayev N.N. Numerical modeling of pollution in the environment. Kiev, Naukova dumka Publ., p. 368 (1997). [Google Scholar]
  4. Loytsyanskiy L.H. Fluid and Gas Mechanics. Moscow, Nauka Publ., p. 735 (1978). [Google Scholar]
  5. Marchuk H.Y. Mathematical modeling in the environmental problem. Moscow, Nauka Publ., p. 320 (1982). [Google Scholar]
  6. Oleynik A.Ya., Kalugin Yu.Y., Stepovaya N.G., Zyablikov S.M. Theoretical analysis of deposition processes in biological wastewater treatment. Applied Hydromechanics, Vol. 4, pp. 62-67. (2004). [Google Scholar]
  7. Rasulov M. H., Rizaev A. N., and Gulamov A. A. On the issue of personnel management in the innovative environment of railway transport of the joint-stock company “Uzbekistan Temir Yullari”. Innovative Transport, Vol. 3, pp.13-16. (2016). [Google Scholar]
  8. Stepova N.H., Kaluhin Yu.I., Oliynyk O.Ya. Calculation of vertical settler with the shape of its bottom. Problems of water supply, sewerage and hydraulic, Vol. 14, pp. 145-151. (2010). [Google Scholar]
  9. Tavartkyladze I.M., Kravchuk A.M., Nechypor O.M. A mathematical model for calculating vertical tanks with divider. Water supply and sanitary engineering, Vol. 1(2), pp. 39-42. (2006). [Google Scholar]
  10. Rikhsikhodzhayeva G. R., Rizaev A. N., and Khamidov B. N. Corrosion resistance of structural materials in recycled water. Materially XVI Międzynarodowej naukowi-praktycznej konferencji, Naukowa myśl informacyjnej powieki-2020, Przemysl Nauka i studia, 127-129. (2020). [Google Scholar]
  11. Bürger R., Diehl S., and Nopens I. A consistent modelling methodology for secondary settling tanks in wastewater treatment. Water research, Vol. 45(6), pp.2247-2260. (2011). [CrossRef] [PubMed] [Google Scholar]
  12. Holenda B. Development of modeling, control and optimization tools for the activated sludge process. (2007). [Google Scholar]
  13. Holenda B., Pasztor I., Karpati A., Redey A. Comparison of one-dimensional secondary settling tank models. E-Water Official Publication of the European Water Association (EWA), EWA, (2006). [Google Scholar]
  14. David R., VandeWouwer A., Saucez P., Vasel J.-L. Classical Models of Secondary Settlers Revisited. Proc. 16th European Symposium on Computer Aided Process Engineering (ESCAPE 2006) and 9th Interna-tional Symposium on Process Systems Engineering. Belgium, pp. 677-682. (2006). [CrossRef] [Google Scholar]
  15. Griborio A. Secondary Clarifier Modeling: A Multi-Process Approach. Doct. Diss. New Orleans, USA, (2004). [Google Scholar]
  16. Plosz B. G., Nopens I, Rieger L., Griborio A., De Clercq J., Vanrolleghem P.A., Daigger G.T., Takacs, Wicks J., Ekama G.A. A critical review of clarifier modeling: State-of-the-art and engineering practices. Proc. 3rd IWA/WEF Wastewater Treatment Modeling Seminar (WWTmod2012). Mont-Sainte-Anne, Quebec, pp. 27-30. (2012). [Google Scholar]
  17. Plosz B.G., Clercq J.De, Nopens I., Benedetti L., Vanrolleghem P.A. Shall we upgrade one-dimensional secon-dary settler models used in WWTP simulators? – An assessment of model structure uncertainty and its propaga-tion. Water Science and Technology, No. 63(8), pp. 1726-1738. (2011). [CrossRef] [PubMed] [Google Scholar]
  18. Ramin E., Sin G., Mikkelsen P.S., Plosz B.G. Significance of uncertainties derived from settling tank model structure and parameters on predicting WWTP performance – A global sensitivity analysis study. Proc. 8th IWA Symposium on Systems Analysis and Integrated Assessment Watermatex 2011. San Sebastian, pp. 476-483. (2011). [Google Scholar]
  19. Schamber D.R., Larock B.E. Numerical analysis of flow in sedimentation basins. Journal Hydraulic Division, pp. 595-591. (1981). [Google Scholar]
  20. Shahrokhi M., Rostami F., Md Azlin Md Said, Syafalni. The Computational Modeling of Baffle Configuration in the Primary Sedimentation Tanks. Proc. 2nd International Conference on Environmental Science and Tech-nology. Singapore, Vol. 6, pp. 392-396. (2011). [Google Scholar]
  21. Shaw A., McGuffie S., Wallis-Lage C., Barnard J. Optimizing Energy Dissipating Inlet (Edi) Design In Clarifi-ers Using An Innovative CFD Tool. Water Environment Federation (WEFTEC), pp.8719-8736. (2005). [Google Scholar]
  22. Stamou A.I., Latsa M., Assimacopoulos D. Design of two-storey final settling tanks using mathematical mod-els. Journal of Hydroinformatics, Vol. 2(4), pp. 235-245. (2000). [CrossRef] [Google Scholar]

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