Zhitenev Anton Igorevich
Director of «St. Petersburg Wastewater Disposal» Branch, SUE «Vodokanal of St. Petersburg» 1, Bely Island, 198184, Saint-Petersburg, Russian Federation, tel.: +7 (812) 713-90-06, e-mail: This email address is being protected from spambots. You need JavaScript enabled to view it.
- The use of stochastic methods in determining the required capacity of regulating units in combined sewers ,
- Specific features of hydraulic mode simulation for combined sewers ,
- Results of experimental studies of water hammer arising in the operation of sewage pumping stations ,
- Choosing a technology for repairing sewers operated in difficult soil conditions with account of the geometric irregularity of the tunnel sections ,
- Substantiation of the method for estimating the climatic parameters of rain showers by the data of the precipitation gauge system (for the discussion) ,
- Study of the storm runoff mechanism (for discussion) ,
- Specific features of inspecting and innovative methods of protecting sewer tunnels in operation for a long time in unstable soils under increasing technogenic impact ,
- Geotechnical support of the zero-defect life cycle of unique sewage pumping stations in complex engineering and geological environments ,
- Evaluation of the effectiveness of mechanisms for eliminating flooding of urbanized areas with surface runoff ,
- Specific features of estimating calculated rainfall rates with account of extreme rain showers ,
- Systems for the removal of surface runoff: problems and solutions (for discussion) ,
- Economic efficiency of measures to provide for the surface runoff disposal systems adaptation to changing climate conditions ,
- Methods and results of estimating calculated rain parameters for the surface runoff disposal systems of Saint-Petersburg Part 1. For hydraulic calculations while designing ,
- Methods and results of estimating calculated rain parameters for the surface runoff disposal systems of Saint-Petersburg Part 2. For hydraulic calculations in simulation ,
- Methods and results of estimating calculated rain parameters for the surface runoff disposal systems of Saint-Petersburg Part 3. For hydraulic calculations in designing and modeling with account of the uneven distribution of rain intensities areally
