Tag:coalescence

№4|2026

WASTEWATER TREATMENT

UDC 628.339:66.066.3
DOI 10.35776/VST.2026.04.03

Alekseyev E. V., Bukina Ol’ga

Coalescence in wastewater treatment technology: specifics and methods

Summary

Characteristics of water-immiscible organic liquids in wastewater from the perspective of the treatment process using coalescence are considered. With the presented material attempts are made to summarize and systematize the information on the natural phenomenon of coalescence that is determined by the physicochemical properties of water-immiscible liquids; to structure the information on the processes occurring during coalescence and the factors influencing them. The main types of emulsified organic liquids in water, including macroemulsions, microemulsions, and nanoemulsions, and their properties are discussed. The key stages of interaction between organic liquid droplets and water resulting in natural demulsification are identified, including droplet transport, droplet collisions, film drainage, film rupture, and droplet coalescence. A classification of coalescence intensification methods and materials used is proposed based on the additional energy required. Demulsification methods are presented for the main types of emulsions in wastewater.

Key words

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№1|2012

WASTEWATER TREATMENT

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UDC 628.33:551.577.21

IVKIN P. A., Menshutin Iurii, Sokolova E. V., Fomicheva E. V., Kedrov Yu. V.

The efficiency of storm water treatment facilities of continuous flow type

Summary

The analysis of technical parameters and process efficiency of some modifications of continuous flow storm water treatment facilities manufactured by international and Russian vendors that have been widely used nowadays for storm and melt water treatment is presented. Continuous flow installations operate as part of a gravity storm water collection system without any accumulating tank under highly irregular hydraulic load conditions. On the basis of process calculations made according to the effective in RF design rules and norms as well as on the basis of the practical data analysis a number of essential process and design faults are revealed that account for low sanitary and environmental efficiency and high operating vulnerability of such installations during surface runoff treatment.

Key words

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