Kharkina O. V.
Ph. D. (Engineering), Chief Process Engineer, «Architecture of Water Technologies», LLC; Head of the Section «Wastewater disposal and treatment» of the RAWW Expert and Technological Council, Member of the Working Group on the Estimation of Water Supply and Wastewater Disposal Systems under Design and Construction for Compliance with BAT Indicators under the Ministry of Construction of the Russian Federation NII Stali, Block 14, 81A Dubninskaia St., Moscow, 127591, Russian Federation, tel.: +7 (495) 989-51-54, e-mail: This email address is being protected from spambots. You need JavaScript enabled to view it.
- Perspectives of Introduction of Membrane Technique at Treatment Facilities of Moscow ,
- Experience of Operation of Facilities of Wastewater Biological Treatment for Nitrogen and Phosphorus Compounds ,
- Research in Operation of Nitri-Denitrification Aerotanks with Heightened Doses of Activated Sludge ,
- Treatment of Digested Sludge in Aerated Bioreactors ,
- Nitrogen Removal from Return Flows of Sludge Treatment Facilities by Means of Nitri-Denitrification Without an Additional Source of Carbon ,
- Nitrification in the Course of Tertiary Treatment of Treated Wastewater with Floating Media ,
- A New Factor of Control of Facilities for Biological Removal of Phosphates from Wastewater ,
- Treatment of Syzran oil refinery industrial wastewater in membrane bioreactor ,
- Problems of designing biological treatment facilities with nitrogen and phosphorus removal ,
- The use of methods for calculating biological wastewater treatment facilities (for discussion) ,
- Comparison of the calculation results for aeration tanks using the NII VODGEO/SamGTU and ASM2d models ,
- Comparison of aeration tank calculations using ASM2d and ATV models ,
- Comparison of the results of calculating aeration tanks according to the method of Danilovich–Epov and ASM2d model (part 1) ,
- Comparison of the results of calculating aeration tanks according to the method of Danilovich–Epov and ASM2d model (рart 2) ,
- Principal risks in designing wastewater treatment facilities. Calculation of aeration tanks (part 1) (for the discussion)
