OPTIMAL RATIO OF PRIMARY AND SECONDARY CLARIFIER CHARACTERISTICS IN WASTEWATER TREATMENT PLANTS

Authors

Makhsud Idrisovich Makhmudov, The head of department “Energy Audit”, Bukhara Engineering Technological Institute, Bukhara, Uzbekistan, E-mail: makhsudmakhmudov@mail.ru, Phone: (+99899) 7061166;Follow
Zafarbek Esanovich Kuziev, Teacher-assistant at the department of “Energy Audit”, Bukhara Engineering Technological Institute, Bukhara, Uzbekistan;Follow
Siroj Sobirovich Nurov, P.h.D. student at the department of “Energy Audit”Bukhara Engineering Technological Institute, Bukhara, Uzbekistan;Follow
Sanjar Siroj ugli Sidikov, P.h.D. student at the department of “Energy Audit”Bukhara Engineering Technological Institute, Bukhara, Uzbekistan;Follow

Abstract

The issues of optimization of aerobic biological wastewater treatment processes are considered. Optimal ratios of characteristics and sizes of primary and secondary sedimentation tanks, as well as their relationship with the concentration of activated sludge by volume, are revealed. Graphical representations of the dependence of the volumes of primary, secondary and total volumes of structures on the concentration of activated sludge in cleaning processes with low and high loads are obtained. Experimental studies have shown that the concentration of activated sludge in the aeration tank and the silt index directly affect the deposition characteristics of activated sludge, in particular the hydraulic surface load (upward flow velocity).

First Page

05

Last Page

10

References

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Recommended Citation

Makhmudov, Makhsud Idrisovich; Kuziev, Zafarbek Esanovich; Nurov, Siroj Sobirovich; and Sidikov, Sanjar Siroj ugli (2020) "OPTIMAL RATIO OF PRIMARY AND SECONDARY CLARIFIER CHARACTERISTICS IN WASTEWATER TREATMENT PLANTS," Chemical Technology, Control and Management: Vol. 2020: Iss. 4, Article 1.
DOI: https://doi.org/10.34920/2020.4.5-10