scholarly journals RESEARCH ON THE EFFECTIVENESS OF AERATORS / AERATORIŲ EFEKTYVUMO TYRIMAS

2013 ◽  
Vol 6 (4) ◽  
pp. 588-592
Author(s):  
Vytenis Leonavičius

In biological wastewater treatment plants, the right selection of an aerator is one of the most important elements. The choice of the aerator must take in account its performance – dissolved oxygen content per unit of energy consumed, oxidative capacity and supply of the required amount of air so that the required concentration of oxygen is saturated properly. The experiments have been conducted carefully examining the efficiency of the selected deep–cavitation aerator operating without the aerator tip or with attached two and three–blade tips. The performed investigation included air dispersion methods of opposite ejecting for determining air flow, flow pressure and dependence of vibration on different placement of the aerator under varying positions of corners. It has been established that compared to air ejecting flow, changes in pressure and vibration are most significantly influenced by a deep–cavitation aerator having a three–blade tip. Santrauka Biologiniuose nuotekų valymo įrenginiuose tinkamo aeratoriaus parinkimas yra vienas iš svarbiausių elementų. Parenkant aeratorių reikia atsižvelgti į jo darbo efektyvumą – ištirpinamą deguonies kiekį, tenkantį suvartotos energijos vienetui, oksidacinį pajėgumą ir reikiamą tiekti oro kiekį, kad būtų prisotintos nuotekos deguonimi iki reikiamos koncentracijos. Bandymai atlikti tiriant pasirinkto giluminio kavitacinio aeratoriaus veikimo efektyvumą be antgalio ir prie aeratoriaus pritvirtinus dviejų ir trijų menčių antgalius. Tyrimo metu taikant priešpriešinio srauto ežektoriaus oro dispergavimo metodus, buvo siekiama nustatyti ežektoriaus oro debitą, srauto slėgį ir vibracijos pokyčio priklausomybę nuo aeratoriaus padėties esant skirtingiems aeratoriaus statymo kampams. Nustatyta, kad lyginant pagal ežektoriaus oro debitą, slėgio ir vibracijos pokytį efektyviausiai veikia giluminis kavitacinis aeratorius su trijų menčių antgaliu.

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.


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.


Author(s):  
Yu. A. Feofanov ◽  

The results of the biological wastewater treatment facilities of the paper factory using raw materials of different kinds (waste paper and pulp) are analyzed. The main performance characteristics of these structures (oxidative capacity for organic pollution and cleaning efficiency) at different loads on them have been determined. Recommendations have been worked out to improve the performance and efficiency of the treatment plant.


RSC Advances ◽  
2014 ◽  
Vol 4 (92) ◽  
pp. 50644-50652 ◽  
Author(s):  
Xu Zhou ◽  
Guangming Jiang ◽  
Qilin Wang ◽  
Zhiguo Yuan

The production of excess sludge by biological wastewater treatment processes has been a serious issue for the operation of wastewater treatment plants (WWTP) on both the economic and environmental sides.


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