scholarly journals ROLE OF LIQUID RECIRCULATION AT BIOLOGICAL WASTEWATER TREATMENT PLANTS

2019 ◽  
Vol 24 (4) ◽  
pp. 79-87 ◽  
Author(s):  
Jurij Aleksandrovich Feofanov ◽  
2003 ◽  
Vol 38 (10) ◽  
pp. 2453-2463 ◽  
Author(s):  
C. W. Randall ◽  
E. U. Cokgor ◽  
Z. Kisoglu ◽  
W. Punrattanasin ◽  
U. Erdal ◽  
...  

2021 ◽  
Vol 6 (4) ◽  
pp. 244-250
Author(s):  
Serhii Protsenko ◽  
◽  
Mykola Kizyeyev ◽  
Olha Novytska ◽  
◽  
...  

The possibility of increasing the efficiency of municipal wastewater treatment plant (WWTP) operation by changing the flow diagram of biological wastewater treatment in aeration tanks at minimum expenses for their reconstruction is shown in the paper on the example of one of the regional centres of Ukraine. The technology of nitri-denitrification of wastewater according to the flow diagram of the two-stage modified Ludzak-Ettinger process is offered for the considered conditions. The distribution of wastewater flows and internal nitrate recycling between the individual stages of this flow diagram has been optimized in order to minimize the residual content of total nitrogen in the treated effluents. Computer dynamic modelling of biochemical processes has proved the high efficiency and reliability of the flow diagram proposed by the authors.


2015 ◽  
Vol 809-810 ◽  
pp. 1573-1578
Author(s):  
Casen Panaitescu ◽  
Monica Emanuela Stoica ◽  
Ciner Fehiman

Manufacture of wastewater treatment technologies is an important issue due to the complexity of design parameters and performance. Biological wastewater treatment is a process in which the intensity of oxygen transfer into water is an issue that has been extensively studied but yet insufficiently resolved. The present paper aims to describe an aeration system developed by the author in the laboratory by means of non-conventional technologies, and subsequently implemented in refinery wastewater treatment plants. The aeration system takes the form of modules, which are equipped with a new type of membrane. The analysis of the system performance revealed that oxygen transfer was 62%, specific adsorption of oxygen was 37 % and the specific oxygen transfer was 7%/m. The advantages of this new system are as follows: compared to existing technologies there is a higher rate of oxygen transfer into water; longer life; there are no dead zones in the basin as a result of their location; possibility of operating on separate sections.


2020 ◽  
Vol 38 ◽  
pp. 101544 ◽  
Author(s):  
Alain Lesimple ◽  
Saad Y. Jasim ◽  
Daniel J. Johnson ◽  
Nidal Hilal

2008 ◽  
Vol 1 ◽  
pp. ASWR.S752 ◽  
Author(s):  
Lucía Arregui ◽  
María Linares ◽  
Blanca Pέrez-Uz ◽  
Almudena Guinea ◽  
Susana Serrano

The biological community in activated sludge wastewater plants is organized within this ecosystem as bioaggregates or flocs, in which the biotic component is embedded in a complex matrix comprised of extracellular polymeric substances mainly of microbial origin. The aim of this work is to study the role of different floc-associated ciliates commonly reported in wastewater treatment plants-crawling Euplotes and sessile Vorticella- in the formation of aggregates. Flocs, in experiments with ciliates and latex beads, showed more compactation and cohesion among particles than those in the absence of ciliates. Ciliates have been shown to contribute to floc formation through different mechanisms such as the active secretion of polymeric substances (extrusomes), their biological activities (movement and feeding strategies), or the cysts formation capacity of some species. Staining with lectins coupled to fluorescein showed that carbohydrate of the matrix contained glucose, manose, N-acetyl-glucosamine and galactose. Protein fraction revealed over the latex beads surfaces could probably be of bacterial origin, but nucleic acids represented an important fraction of the extracellular polymeric substances of ciliate origin.


2015 ◽  
Vol 5 (1) ◽  
pp. 52-53
Author(s):  
Vita Yu. BORISOVA

The analysis of the structures of biological wastewater treatment plants with nutrient removal, basic design parameters of the processes of nitrification and denitrification are presented.


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