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UDC 628.353:661.5
Iantsen O. V.
Enhanced wastewater treatment with nitrogen compounds removal in biofilters
Summary
Biofilters mainly built in Russia in 1960–1970-ies in most cases are a part of small-scale treatment facilities. At present most biofilters are in serviceable condition (owing to the specific design), however they provide for incomplete biological treatment. The results of the laboratory studies of the wastewater treatment technology in biofilters are presented. Several process flow schemes are considered, optimal modes of the facilities‘ operation are suggested. The properties of different filter media were studied. The advantages and drawbacks of the technologies and media studied are noted. Health-related and chemical parameters of the water treated are set. The diagrams that reflect running processes of nitrification-denitrification are presented. The use of a two-stage four-zone process flow scheme of biological wastewater treatment is substantiated. The suggested process flow scheme will provide for the wide use of biofilters both in upgrading the existing facilities and in designing new ones.
Key words
nitrification , biofilter , wastewater treatment , laboratory tests , loading material , ammonia nitrogen , denitrification , biofilm , enhanced treatment
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UDC 628.356.57.001.5
SHVETSOV V. N., MOROZOVA K. M., Smirnova I. I., Semenov Mikhail, Lezhnev M. L., Ryzhakov G. G., Gubaydullin T. M.
The Use of Bioblocks at Wastewater Treatment Facilities
Summary
Results of the laboratory study of an aeration tank operation for the purpose of technological comparison of two new modified bioblocks, BBZ-45P-14 and BBZ-65P-10, having the similar surface structure but different geometric parameters are presented. It is shown that these bioblocks can be used successfully in aeration tanks for immobilization of microorganisms of activated sludge. The tests of loading material samples have been carried out at biomass density in bioblocks of 0,3–0,36 kg/kg, at equivalent concentration of sludge in the system – 2,3 g/l. The bioblock BBZ-65P-10 is used preferably in aeration tanks, BBZ-45P-14 – in aeration tanks with low load on activated sludge, blocks of aftertreatment for additional clarification of water treated biologically and in biofilters for build-up of biological film. The comparison of results of tests on rate of activated sludge adhesion obtained with new types of bioblocks and BBZ-65 tested earlier makes it possible to conclude that the adhesion process goes off more intensively on rougher surfaces of modified models of bioblocks.
Key words
wastewater , biological treatment , biofilter , bioblock , aeration tank , secondary settling tank , adhesion , activated sludge
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DOI 10.35776/VST.2021.01.03
UDC 628.2:614.71
Ponomarenko A. M., Vlasov Dmitrii, Basov N. S., Novikov S. N., Koudryavtsev N. N., Kostyuchenko S. V.
On the choice of methods for removing malodorous substances from vent emissions of the transportation and wastewater treatment system
Summary
Over the past seven years, Mosvodokanal JSC has been actively implementing a program on eliminating the emission of malodorous substances at the wastewater transportation and treatment facilities: wastewater treatment facilities, wastewater pumping stations, etc. As part of the program, the necessary covering of open storage tanks (receiving chambers, discharge canals, grit chambers, primary settling tanks, etc.). Various methods of removing malodorous substances have been approbated including experimental-industrial and pilot tests. Based on the results of the field trials of various installations for removing malodorous substances from air, as well as with account of the technical and economic assessment of the operating costs, Mosvodokanal JSC is introducing sorption systems based on the photosorption-catalytic purification method. The implementation of the program ensured a tenfold reduction in the general background of malodorous substances on the premises of the facilities providing for the elimination of odors in the nearby residential areas of the city.
Key words
biofilter , adsorption , scrubber , atmospheric air quality regulations , photosorption-catalytical method , industrial methods of removing malodorous substances , cost of removing malodorous substances , electric-discharge technologies
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UDC 697.941:62.784.432:628.353
DOI 10.35776/VST.2024.07.02
Savochkin Andrei, Larionov S. Iu., Riabchikov Boris, Shilov Mikhail, Kasatochkin A. S.
Developing a complex technology for removing aromatic hydrocarbons from industrial wastewater and air
Summary
The issues of the treatment of industrial wastewater of a petrochemical plant at the biological treatment facilities are considered. The results of studies and pilot tests at a real-world object with a complex technology of removing aromatic hydrocarbons from industrial wastewater and waste air generated during wastewater treatment are presented. A fine-bubble aeration method with an efficiency of pollution removal 85–95% was proposed for wastewater treatment. The process of disposing of air generated during wastewater treatment in a biofilter is described in detail. It is shown that the most important condition of the efficient biological air cleaning is the stabilization of the chemical composition of wastewater; therefore, the relative measures have been proposed for the implementation of the process. It is stated that while observing the given condition, the efficiency of air cleaning in the biofilter can reach minimum 90% at the specific capacity up to 100 m3/(m2·h).
Key words
biological treatment , aeration , biofilter , aeration tank , industrial wastewater , aromatic hydrocarbons , air pollution
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UDC 628.52:628.353:62-784.432
DOI 10.35776/VST.2024.07.03
Riabchikov Boris, Kasatochkin A. S., Larionov S. Iu., Panteleev Aleksei, Savochkin Andrei, Shilov Mikhail
Designing a modular biofilter for cleaning gas emissions
Summary
The issues of designing a modular biofilter for cleaning air polluted with aromatic hydrocarbons are considered. The technology of air cleaning using biofiltration was tested earlier at a pilot plant. Basing on the analysis of various biofilter designs and taking into account the high required air capacity of the industrial unit (70,000 m3/h), an option was adopted with prefabricated separate modular biofilters in the form of heat-insulated containers with dimensions providing for the delivery to the assembly platform by regular transport. The required capacity is achieved by parallel connection of the required number of individual apparatus. To identify possible design flaws, a full-scale biofilter was fabricated and tested. The identified negative factors were eliminated in the industrial modular biofilter project.
Key words
biological treatment , biofilter , industrial wastewater , aromatic hydrocarbons , air pollution , container-type
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DOI 10/35776/MNP.2019.09.08
UDC 628.353:661.5
Iantsen O. V.
Advanced solutions for the reconstruction of small-scale wastewater treatment facilities: design and calculation
Summary
The advanced solutions proposed for the reconstruction of small wastewater treatment facilities that contain biofilters are considered. The peakpoint of designing and constructing biofilters occurred in the 1960–1970s. At present biological filters are often used for wastewater treatment. It is proposed to use them again as the basic treatment facilities. These structures, as a rule, are structurally reinforced concrete tanks; so it is advisable to develop new process flow schemes taking into account the use of existing structures. Three process flow schemes with different combinations of nitrification and denitrification zones are considered. Graphic results of sanitary and technical analyses of a number of indicators are presented on the basis of which sufficient purification efficiency is shown that allows discharging effluents into fishery water bodies. A method for calculating biofilters for specific media materials is proposed. It is concluded that the height of the structure depends not only on the required level of purification, the parameters of the incoming water but also on the type and size of the media material. The proposed process flow schemes will provide for the wider use of biofilters both in the reconstruction of existing and in the design of new treatment facilities.
Key words
reconstruction , wastewater , nitrification , biofilter , ammonia nitrogen , denitrification , biofilm , enhanced wastewater treatment , small-scale wastewater treatment facilities
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