6 research outputs found
Modern Variants of Technological Schemes for Sewage Purification with the Use of Impulse Cavitation Technology
ΠΠ·Π»ΠΎΠΆΠ΅Π½Ρ ΡΠ΅Π·ΡΠ»ΡΡΠ°ΡΡ ΠΈΡΡΠ»Π΅Π΄ΠΎΠ²Π°Π½ΠΈΠΉ ΡΠΈΡΡΠ΅ΠΌ ΠΊΠΎΠ½Π΄ΠΈΡΠΈΠΎΠ½ΠΈΡΠΎΠ²Π°Π½ΠΈΡ Π½Π΅ΡΡΠ΅ΡΠΎΠ΄Π΅ΡΠΆΠ°ΡΠΈΡ
ΡΡΠΎΡΠ½ΡΡ
Π²ΠΎΠ΄. ΠΡΠΎΠ²Π΅Π΄Π΅Π½ Π°Π½Π°Π»ΠΈΠ· ΡΡΡΠ΅ΡΡΠ²ΡΡΡΠΈΡ
ΡΠ΅Ρ
Π½ΠΎΠ»ΠΎΠ³ΠΈΡΠ΅ΡΠΊΠΈΡ
ΡΡ
Π΅ΠΌ ΠΎΡΠΈΡΡΠΊΠΈ Ρ ΠΎΠΏΡΠ΅Π΄Π΅Π»Π΅Π½ΠΈΠ΅ΠΌ ΠΈΡ
ΠΎΡΠ½ΠΎΠ²Π½ΡΡ
ΡΠΊΡΠΏΠ»ΡΠ°ΡΠ°ΡΠΈΠΎΠ½Π½ΡΡ
Π½Π΅Π΄ΠΎΡΡΠ°ΡΠΊΠΎΠ² ΠΈ ΠΏΡΠ΅Π΄Π»ΠΎΠΆΠ΅Π½Ρ ΠΌΠΎΠ΄Π΅ΡΠ½ΠΈΠ·ΠΈΡΠΎΠ²Π°Π½Π½ΡΠ΅ Π²Π°ΡΠΈΠ°Π½ΡΡ ΠΊΠΎΠΌΠΏΠΎΠ½ΠΎΠ²ΠΊΠΈ ΠΎΡΠΈΡΡΠ½ΠΎΠ³ΠΎ ΠΎΠ±ΠΎΡΡΠ΄ΠΎΠ²Π°Π½ΠΈΡ, Π²ΠΊΠ»ΡΡΠ°ΡΡΠΈΠ΅ ΡΠ·Π΅Π» ΠΊΠ°Π²ΠΈΡΠ°ΡΠΈΠΎΠ½Π½ΠΎΠΉ ΠΎΠ±ΡΠ°Π±ΠΎΡΠΊΠΈ, ΠΎΠ΄Π½ΠΎΠ²ΡΠ΅ΠΌΠ΅Π½Π½ΠΎ
Π²ΡΠΏΠΎΠ»Π½ΡΡΡΠΈΠΉ ΡΡΠ½ΠΊΡΠΈΠΈ ΡΠΈΠ·ΠΈΠΊΠΎ-Ρ
ΠΈΠΌΠΈΡΠ΅ΡΠΊΠΎΠΉ ΠΎΡΠΈΡΡΠΊΠΈ ΠΈ ΠΎΠ±Π΅Π·Π·Π°ΡΠ°ΠΆΠΈΠ²Π°Π½ΠΈΡ Π±ΠΈΠΎΠ»ΠΎΠ³ΠΈΡΠ΅ΡΠΊΠΈΡ
ΠΏΡΠΈΠΌΠ΅ΡΠ΅ΠΉThe results of research of the systems of oil β containing wastewater conditioning are described. The
analysis of existing technological schemes of treatment with definition of their main maintenance
deficiencies is carried out and modernized variants of pollution control arrangement are suggested
including the cavitation treatment unit, simultaneously performing the functions of physical β chemical
treatment and biological impurities disinfectio
Modern Variants of Technological Schemes for Sewage Purification with the Use of Impulse Cavitation Technology
ΠΠ·Π»ΠΎΠΆΠ΅Π½Ρ ΡΠ΅Π·ΡΠ»ΡΡΠ°ΡΡ ΠΈΡΡΠ»Π΅Π΄ΠΎΠ²Π°Π½ΠΈΠΉ ΡΠΈΡΡΠ΅ΠΌ ΠΊΠΎΠ½Π΄ΠΈΡΠΈΠΎΠ½ΠΈΡΠΎΠ²Π°Π½ΠΈΡ Π½Π΅ΡΡΠ΅ΡΠΎΠ΄Π΅ΡΠΆΠ°ΡΠΈΡ
ΡΡΠΎΡΠ½ΡΡ
Π²ΠΎΠ΄. ΠΡΠΎΠ²Π΅Π΄Π΅Π½ Π°Π½Π°Π»ΠΈΠ· ΡΡΡΠ΅ΡΡΠ²ΡΡΡΠΈΡ
ΡΠ΅Ρ
Π½ΠΎΠ»ΠΎΠ³ΠΈΡΠ΅ΡΠΊΠΈΡ
ΡΡ
Π΅ΠΌ ΠΎΡΠΈΡΡΠΊΠΈ Ρ ΠΎΠΏΡΠ΅Π΄Π΅Π»Π΅Π½ΠΈΠ΅ΠΌ ΠΈΡ
ΠΎΡΠ½ΠΎΠ²Π½ΡΡ
ΡΠΊΡΠΏΠ»ΡΠ°ΡΠ°ΡΠΈΠΎΠ½Π½ΡΡ
Π½Π΅Π΄ΠΎΡΡΠ°ΡΠΊΠΎΠ² ΠΈ ΠΏΡΠ΅Π΄Π»ΠΎΠΆΠ΅Π½Ρ ΠΌΠΎΠ΄Π΅ΡΠ½ΠΈΠ·ΠΈΡΠΎΠ²Π°Π½Π½ΡΠ΅ Π²Π°ΡΠΈΠ°Π½ΡΡ ΠΊΠΎΠΌΠΏΠΎΠ½ΠΎΠ²ΠΊΠΈ ΠΎΡΠΈΡΡΠ½ΠΎΠ³ΠΎ ΠΎΠ±ΠΎΡΡΠ΄ΠΎΠ²Π°Π½ΠΈΡ, Π²ΠΊΠ»ΡΡΠ°ΡΡΠΈΠ΅ ΡΠ·Π΅Π» ΠΊΠ°Π²ΠΈΡΠ°ΡΠΈΠΎΠ½Π½ΠΎΠΉ ΠΎΠ±ΡΠ°Π±ΠΎΡΠΊΠΈ, ΠΎΠ΄Π½ΠΎΠ²ΡΠ΅ΠΌΠ΅Π½Π½ΠΎ
Π²ΡΠΏΠΎΠ»Π½ΡΡΡΠΈΠΉ ΡΡΠ½ΠΊΡΠΈΠΈ ΡΠΈΠ·ΠΈΠΊΠΎ-Ρ
ΠΈΠΌΠΈΡΠ΅ΡΠΊΠΎΠΉ ΠΎΡΠΈΡΡΠΊΠΈ ΠΈ ΠΎΠ±Π΅Π·Π·Π°ΡΠ°ΠΆΠΈΠ²Π°Π½ΠΈΡ Π±ΠΈΠΎΠ»ΠΎΠ³ΠΈΡΠ΅ΡΠΊΠΈΡ
ΠΏΡΠΈΠΌΠ΅ΡΠ΅ΠΉThe results of research of the systems of oil β containing wastewater conditioning are described. The
analysis of existing technological schemes of treatment with definition of their main maintenance
deficiencies is carried out and modernized variants of pollution control arrangement are suggested
including the cavitation treatment unit, simultaneously performing the functions of physical β chemical
treatment and biological impurities disinfectio
Mathematical Modeling of Cavitation Processes in Conditioning Industrial Wastewater
Π ΡΡΠ°ΡΡΠ΅ ΠΈΠ·Π»ΠΎΠΆΠ΅Π½Ρ ΡΠ΅Π·ΡΠ»ΡΡΠ°ΡΡ ΠΌΠ°ΡΠ΅ΠΌΠ°ΡΠΈΡΠ΅ΡΠΊΠΎΠ³ΠΎ ΠΌΠΎΠ΄Π΅Π»ΠΈΡΠΎΠ²Π°Π½ΠΈΡ ΡΠΈΠ·ΠΈΠΊΠΎ-Ρ
ΠΈΠΌΠΈΡΠ΅ΡΠΊΠΈΡ
ΠΏΡΠΎΡΠ΅ΡΡΠΎΠ² Π³ΠΈΠ΄ΡΠΎΡΠ΅ΡΠΌΠΎΠ΄ΠΈΠ½Π°ΠΌΠΈΡΠ΅ΡΠΊΠΎΠΉ ΠΎΠ±ΡΠ°Π±ΠΎΡΠΊΠΈ ΠΏΡΠΎΠΌΡΡΠ»Π΅Π½Π½ΡΡ
ΡΡΠΎΠΊΠΎΠ² Π½Π° Π±Π°Π·Π΅ ΡΡΡΠ΅ΠΊΡΠΎΠ²
ΡΡΠΏΠ΅ΡΠΊΠ°Π²ΠΈΡΠ°ΡΠΈΠΈ. ΠΠ»Ρ ΠΎΠΏΡΠΈΠΌΠΈΠ·Π°ΡΠΈΠΈ ΠΏΠ°ΡΠ°ΠΌΠ΅ΡΡΠΎΠ² Π³ΠΈΠ΄ΡΠΎΡΠ΅ΡΠΌΠΎΠ΄ΠΈΠ½Π°ΠΌΠΈΡΠ΅ΡΠΊΠΎΠΉ ΠΊΠ°Π²ΠΈΡΠ°ΡΠΈΠΈ
ΠΊΠ°ΠΊ ΠΎΡΠ½ΠΎΠ²Ρ Π±Π΅Π·ΡΠ΅Π°Π³Π΅Π½ΡΠ½ΠΎΠΉ ΠΎΡΠΈΡΡΠΊΠΈ ΠΏΡΠΎΠΌΡΡΠ»Π΅Π½Π½ΡΡ
ΡΡΠΎΠΊΠΎΠ² ΠΈΡΠΏΠΎΠ»ΡΠ·ΠΎΠ²Π°Π½Π° ΠΌΠΎΠ΄Π΅Π»Ρ Ρ
ΠΏΠ°ΡΠ°ΠΌΠ΅ΡΡΠΈΡΠΎΠ²Π°Π½ΠΈΠ΅ΠΌ ΠΏΠΎΠΊΠ°Π·Π°ΡΠ΅Π»Π΅ΠΉ Π²ΠΎΠ·Π½ΠΈΠΊΠ°ΡΡΠ΅ΠΉ ΠΏΡΠΈ ΡΡΠΎΠΌ ΡΠ½Π΅ΡΠ³ΠΈΠΈ, Π΅Π΅ ΠΏΡΠ΅ΠΎΠ±ΡΠ°Π·ΠΎΠ²Π°Π½ΠΈΡ, Π°
ΡΠ°ΠΊΠΆΠ΅ ΠΈΠ·ΠΌΠ΅Π½Π΅Π½ΠΈΡ ΡΠ²ΠΎΠΉΡΡΠ² ΠΆΠΈΠ΄ΠΊΠΎΡΡΠΈ ΠΈ ΠΌΠΎΠ΄ΠΈΡΠΈΡΠΈΡΠΎΠ²Π°Π½ΠΈΡ ΠΏΡΠΈΠΌΠ΅ΡΠ΅ΠΉ. ΠΡΠ΅Π΄ΡΡΠ°Π²Π»Π΅Π½Π° ΠΌΠΎΠ΄Π΅Π»ΡΠ½Π°Ρ
Π·Π°Π²ΠΈΡΠΈΠΌΠΎΡΡΡ ΠΌΠ΅ΠΆΠ΄Ρ ΠΏΠ°ΡΠ°ΠΌΠ΅ΡΡΠ°ΠΌΠΈ (ΡΠ΅ΠΆΠΈΠΌΠ°ΠΌΠΈ) ΠΊΠ°Π²ΠΈΡΠ°ΡΠΈΠΈ ΠΈ ΡΡΡΠ΅ΠΊΡΠΈΠ²Π½ΠΎΡΡΡΡ ΠΎΡΠΈΡΡΠΊΠΈ
ΠΏΡΠΎΠΌΡΡΠ»Π΅Π½Π½ΡΡ
ΡΡΠΎΠΊΠΎΠ²The article presents results of mathematical modeling of physical and of chemical processes
hydrothermodynamic processing of industrial waste water on the basis of of effects supercavitation.
To optimize the parameters of hydrothermodynamic cavitation as the basis nonchemical treatment
of industrial waste, is used a model with the parameterization of indicators arising at this energy,
its conversion, as well as changing the properties of the liquid and modification of admixtures. Is
represented model dependence between the parameters (modes) cavitation and efficiency of industrial
wastewater treatmen
Features of Influence of Cavitation Effects on the Physicochemical Properties of Water and Wastewater
ΠΡΠ΅Π΄ΡΡΠ°Π²Π»Π΅Π½Ρ ΡΠ΅Π·ΡΠ»ΡΡΠ°ΡΡ ΠΈΡΡΠ»Π΅Π΄ΠΎΠ²Π°Π½ΠΈΠΉ Π΄ΠΈΡΡΠΈΠ»Π»ΠΈΡΠΎΠ²Π°Π½Π½ΠΎΠΉ ΠΈ Π²ΠΎΠ΄ΠΎΠΏΡΠΎΠ²ΠΎΠ΄Π½ΠΎΠΉ Π²ΠΎΠ΄Ρ ΠΏΠΎΡΠ»Π΅
Π²ΠΎΠ·Π΄Π΅ΠΉΡΡΠ²ΠΈΡ Π³ΠΈΠ΄ΡΠΎΠ΄ΠΈΠ½Π°ΠΌΠΈΡΠ΅ΡΠΊΠΎΠΉ ΠΊΠ°Π²ΠΈΡΠ°ΡΠΈΠΈ ΠΏΡΠΈ ΡΠ°Π·Π»ΠΈΡΠ½ΡΡ
Π²ΡΠ΅ΠΌΠ΅Π½Π½ΡΡ
ΡΠ΅ΠΆΠΈΠΌΠ°Ρ
. ΠΡΡΠ²Π»Π΅Π½Ρ
ΠΈΠ·ΠΌΠ΅Π½Π΅Π½ΠΈΡ ΡΠ΅ΠΌΠΏΠ΅ΡΠ°ΡΡΡΡ, ΡΠ»Π΅ΠΊΡΡΠΎΠΏΡΠΎΠ²ΠΎΠ΄Π½ΠΎΡΡΠΈ, Π²ΠΎΠ΄ΠΎΡΠΎΠ΄Π½ΠΎΠ³ΠΎ ΠΏΠΎΠΊΠ°Π·Π°ΡΠ΅Π»Ρ, ΠΎΠΊΠΈΡΠ»ΠΈΡΠ΅Π»ΡΠ½ΠΎ-
Π²ΠΎΡΡΡΠ°Π½ΠΎΠ²ΠΈΡΠ΅Π»ΡΠ½ΠΎΠ³ΠΎ ΠΏΠΎΡΠ΅Π½ΡΠΈΠ°Π»Π°, ΠΊΠΈΡΠ»ΠΎΡΠΎΠ΄ΠΎΡΠΎΠ΄Π΅ΡΠΆΠ°Π½ΠΈΡ Π² Π·Π°Π²ΠΈΡΠΈΠΌΠΎΡΡΠΈ ΠΎΡ Π²ΡΠ΅ΠΌΠ΅Π½ΠΈ
Π²ΠΎΠ·Π΄Π΅ΠΉΡΡΠ²ΠΈΡ ΠΊΠ°Π²ΠΈΡΠ°ΡΠΈΠΈ. Π£ΡΡΠ°Π½ΠΎΠ²Π»Π΅Π½Π° ΡΠ°ΡΠΈΠΎΠ½Π°Π»ΡΠ½Π°Ρ ΠΏΡΠΎΠ΄ΠΎΠ»ΠΆΠΈΡΠ΅Π»ΡΠ½ΠΎΡΡΡ ΠΊΠ°Π²ΠΈΡΠ°ΡΠΈΠΎΠ½Π½ΠΎΠΉ
ΠΎΠ±ΡΠ°Π±ΠΎΡΠΊΠΈ Π΄Π»Ρ ΠΏΠΎΠ»ΡΡΠ΅Π½ΠΈΡ Π°ΠΊΡΠΈΠ²ΠΈΡΠΎΠ²Π°Π½Π½ΠΎΠΉ Π²ΠΎΠ΄Ρ. Π Π΅Π·ΡΠ»ΡΡΠ°ΡΡ ΡΠΊΡΠΏΠ΅ΡΠΈΠΌΠ΅Π½ΡΠΎΠ² ΠΏΠΎΠΊΠ°Π·Π°Π»ΠΈ
Π²ΠΎΠ·ΠΌΠΎΠΆΠ½ΠΎΡΡΡ ΠΈΡΠΏΠΎΠ»ΡΠ·ΠΎΠ²Π°Π½ΠΈΡ ΡΠ΅Ρ
Π½ΠΎΠ»ΠΎΠ³ΠΈΠΈ Π΄Π»Ρ ΠΎΡΠΈΡΡΠΊΠΈ ΡΡΠΎΡΠ½ΡΡ
Π²ΠΎΠ΄The results of studies of distilled and tap water after exposure to hydrodynamic cavitation at
different time regimes. The changes of the temperature, conductivity, pH value, redox potential,
oxygen content depending on the exposure time of cavitation. Rational set duration cavitation
treatment for activated water. The experimental results showed the possibility of using technology
to treat wastewate
Mathematical Modeling of Cavitation Processes in Conditioning Industrial Wastewater
Π ΡΡΠ°ΡΡΠ΅ ΠΈΠ·Π»ΠΎΠΆΠ΅Π½Ρ ΡΠ΅Π·ΡΠ»ΡΡΠ°ΡΡ ΠΌΠ°ΡΠ΅ΠΌΠ°ΡΠΈΡΠ΅ΡΠΊΠΎΠ³ΠΎ ΠΌΠΎΠ΄Π΅Π»ΠΈΡΠΎΠ²Π°Π½ΠΈΡ ΡΠΈΠ·ΠΈΠΊΠΎ-Ρ
ΠΈΠΌΠΈΡΠ΅ΡΠΊΠΈΡ
ΠΏΡΠΎΡΠ΅ΡΡΠΎΠ² Π³ΠΈΠ΄ΡΠΎΡΠ΅ΡΠΌΠΎΠ΄ΠΈΠ½Π°ΠΌΠΈΡΠ΅ΡΠΊΠΎΠΉ ΠΎΠ±ΡΠ°Π±ΠΎΡΠΊΠΈ ΠΏΡΠΎΠΌΡΡΠ»Π΅Π½Π½ΡΡ
ΡΡΠΎΠΊΠΎΠ² Π½Π° Π±Π°Π·Π΅ ΡΡΡΠ΅ΠΊΡΠΎΠ²
ΡΡΠΏΠ΅ΡΠΊΠ°Π²ΠΈΡΠ°ΡΠΈΠΈ. ΠΠ»Ρ ΠΎΠΏΡΠΈΠΌΠΈΠ·Π°ΡΠΈΠΈ ΠΏΠ°ΡΠ°ΠΌΠ΅ΡΡΠΎΠ² Π³ΠΈΠ΄ΡΠΎΡΠ΅ΡΠΌΠΎΠ΄ΠΈΠ½Π°ΠΌΠΈΡΠ΅ΡΠΊΠΎΠΉ ΠΊΠ°Π²ΠΈΡΠ°ΡΠΈΠΈ
ΠΊΠ°ΠΊ ΠΎΡΠ½ΠΎΠ²Ρ Π±Π΅Π·ΡΠ΅Π°Π³Π΅Π½ΡΠ½ΠΎΠΉ ΠΎΡΠΈΡΡΠΊΠΈ ΠΏΡΠΎΠΌΡΡΠ»Π΅Π½Π½ΡΡ
ΡΡΠΎΠΊΠΎΠ² ΠΈΡΠΏΠΎΠ»ΡΠ·ΠΎΠ²Π°Π½Π° ΠΌΠΎΠ΄Π΅Π»Ρ Ρ
ΠΏΠ°ΡΠ°ΠΌΠ΅ΡΡΠΈΡΠΎΠ²Π°Π½ΠΈΠ΅ΠΌ ΠΏΠΎΠΊΠ°Π·Π°ΡΠ΅Π»Π΅ΠΉ Π²ΠΎΠ·Π½ΠΈΠΊΠ°ΡΡΠ΅ΠΉ ΠΏΡΠΈ ΡΡΠΎΠΌ ΡΠ½Π΅ΡΠ³ΠΈΠΈ, Π΅Π΅ ΠΏΡΠ΅ΠΎΠ±ΡΠ°Π·ΠΎΠ²Π°Π½ΠΈΡ, Π°
ΡΠ°ΠΊΠΆΠ΅ ΠΈΠ·ΠΌΠ΅Π½Π΅Π½ΠΈΡ ΡΠ²ΠΎΠΉΡΡΠ² ΠΆΠΈΠ΄ΠΊΠΎΡΡΠΈ ΠΈ ΠΌΠΎΠ΄ΠΈΡΠΈΡΠΈΡΠΎΠ²Π°Π½ΠΈΡ ΠΏΡΠΈΠΌΠ΅ΡΠ΅ΠΉ. ΠΡΠ΅Π΄ΡΡΠ°Π²Π»Π΅Π½Π° ΠΌΠΎΠ΄Π΅Π»ΡΠ½Π°Ρ
Π·Π°Π²ΠΈΡΠΈΠΌΠΎΡΡΡ ΠΌΠ΅ΠΆΠ΄Ρ ΠΏΠ°ΡΠ°ΠΌΠ΅ΡΡΠ°ΠΌΠΈ (ΡΠ΅ΠΆΠΈΠΌΠ°ΠΌΠΈ) ΠΊΠ°Π²ΠΈΡΠ°ΡΠΈΠΈ ΠΈ ΡΡΡΠ΅ΠΊΡΠΈΠ²Π½ΠΎΡΡΡΡ ΠΎΡΠΈΡΡΠΊΠΈ
ΠΏΡΠΎΠΌΡΡΠ»Π΅Π½Π½ΡΡ
ΡΡΠΎΠΊΠΎΠ²The article presents results of mathematical modeling of physical and of chemical processes
hydrothermodynamic processing of industrial waste water on the basis of of effects supercavitation.
To optimize the parameters of hydrothermodynamic cavitation as the basis nonchemical treatment
of industrial waste, is used a model with the parameterization of indicators arising at this energy,
its conversion, as well as changing the properties of the liquid and modification of admixtures. Is
represented model dependence between the parameters (modes) cavitation and efficiency of industrial
wastewater treatmen
Features of Influence of Cavitation Effects on the Physicochemical Properties of Water and Wastewater
ΠΡΠ΅Π΄ΡΡΠ°Π²Π»Π΅Π½Ρ ΡΠ΅Π·ΡΠ»ΡΡΠ°ΡΡ ΠΈΡΡΠ»Π΅Π΄ΠΎΠ²Π°Π½ΠΈΠΉ Π΄ΠΈΡΡΠΈΠ»Π»ΠΈΡΠΎΠ²Π°Π½Π½ΠΎΠΉ ΠΈ Π²ΠΎΠ΄ΠΎΠΏΡΠΎΠ²ΠΎΠ΄Π½ΠΎΠΉ Π²ΠΎΠ΄Ρ ΠΏΠΎΡΠ»Π΅
Π²ΠΎΠ·Π΄Π΅ΠΉΡΡΠ²ΠΈΡ Π³ΠΈΠ΄ΡΠΎΠ΄ΠΈΠ½Π°ΠΌΠΈΡΠ΅ΡΠΊΠΎΠΉ ΠΊΠ°Π²ΠΈΡΠ°ΡΠΈΠΈ ΠΏΡΠΈ ΡΠ°Π·Π»ΠΈΡΠ½ΡΡ
Π²ΡΠ΅ΠΌΠ΅Π½Π½ΡΡ
ΡΠ΅ΠΆΠΈΠΌΠ°Ρ
. ΠΡΡΠ²Π»Π΅Π½Ρ
ΠΈΠ·ΠΌΠ΅Π½Π΅Π½ΠΈΡ ΡΠ΅ΠΌΠΏΠ΅ΡΠ°ΡΡΡΡ, ΡΠ»Π΅ΠΊΡΡΠΎΠΏΡΠΎΠ²ΠΎΠ΄Π½ΠΎΡΡΠΈ, Π²ΠΎΠ΄ΠΎΡΠΎΠ΄Π½ΠΎΠ³ΠΎ ΠΏΠΎΠΊΠ°Π·Π°ΡΠ΅Π»Ρ, ΠΎΠΊΠΈΡΠ»ΠΈΡΠ΅Π»ΡΠ½ΠΎ-
Π²ΠΎΡΡΡΠ°Π½ΠΎΠ²ΠΈΡΠ΅Π»ΡΠ½ΠΎΠ³ΠΎ ΠΏΠΎΡΠ΅Π½ΡΠΈΠ°Π»Π°, ΠΊΠΈΡΠ»ΠΎΡΠΎΠ΄ΠΎΡΠΎΠ΄Π΅ΡΠΆΠ°Π½ΠΈΡ Π² Π·Π°Π²ΠΈΡΠΈΠΌΠΎΡΡΠΈ ΠΎΡ Π²ΡΠ΅ΠΌΠ΅Π½ΠΈ
Π²ΠΎΠ·Π΄Π΅ΠΉΡΡΠ²ΠΈΡ ΠΊΠ°Π²ΠΈΡΠ°ΡΠΈΠΈ. Π£ΡΡΠ°Π½ΠΎΠ²Π»Π΅Π½Π° ΡΠ°ΡΠΈΠΎΠ½Π°Π»ΡΠ½Π°Ρ ΠΏΡΠΎΠ΄ΠΎΠ»ΠΆΠΈΡΠ΅Π»ΡΠ½ΠΎΡΡΡ ΠΊΠ°Π²ΠΈΡΠ°ΡΠΈΠΎΠ½Π½ΠΎΠΉ
ΠΎΠ±ΡΠ°Π±ΠΎΡΠΊΠΈ Π΄Π»Ρ ΠΏΠΎΠ»ΡΡΠ΅Π½ΠΈΡ Π°ΠΊΡΠΈΠ²ΠΈΡΠΎΠ²Π°Π½Π½ΠΎΠΉ Π²ΠΎΠ΄Ρ. Π Π΅Π·ΡΠ»ΡΡΠ°ΡΡ ΡΠΊΡΠΏΠ΅ΡΠΈΠΌΠ΅Π½ΡΠΎΠ² ΠΏΠΎΠΊΠ°Π·Π°Π»ΠΈ
Π²ΠΎΠ·ΠΌΠΎΠΆΠ½ΠΎΡΡΡ ΠΈΡΠΏΠΎΠ»ΡΠ·ΠΎΠ²Π°Π½ΠΈΡ ΡΠ΅Ρ
Π½ΠΎΠ»ΠΎΠ³ΠΈΠΈ Π΄Π»Ρ ΠΎΡΠΈΡΡΠΊΠΈ ΡΡΠΎΡΠ½ΡΡ
Π²ΠΎΠ΄The results of studies of distilled and tap water after exposure to hydrodynamic cavitation at
different time regimes. The changes of the temperature, conductivity, pH value, redox potential,
oxygen content depending on the exposure time of cavitation. Rational set duration cavitation
treatment for activated water. The experimental results showed the possibility of using technology
to treat wastewate