vestniktgasuВестник Томского государственного архитектурно-строительного университетаVestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture1607-18592310-0044Tomsk State University of Architecture and Building10.31675/1607-1859-2019-21-6-174-185vestniktgasu-719Research ArticleВОДОСНАБЖЕНИЕ, КАНАЛИЗАЦИЯ, СТРОИТЕЛЬНЫЕ СИСТЕМЫ ОХРАНЫ ВОДНЫХ РЕСУРСОВWATER SUPPLY, SEWERAGE, BUILDING SYSTEMS OF WATER RESOURCE PROTECTIONОСОБЕННОСТИ ПРОЕКТИРОВАНИЯ ЛОКАЛЬНЫХ ОЧИСТНЫХ СООРУЖЕНИЙLOCAL SEWAGE TREATMENT UNIT ENGINEERINGВялковаЕ. И.VyalkovaE. I.

Вялкова Елена Игоревна, кандидат технических наук, доцент, профессор

625000, г. Тюмень, ул. Володарского, 38

 

Elena I. Vyalkova, PhD, Professor

38, Vo-lodarskii Str., 625000, Tyumen

ГлущенкоЕ. С.GlushchenkoE. S.

Глущенко Екатерина Сергеевна, магистрант

625000, г. Тюмень, ул. Володарского, 38

 

Ekaterina S. Glushchenko, Graduate Student

38, Vo-lodarskii Str., 625000, Tyumen

ШалабодовА. В.ShalabodovA. V.

Шалабодов Александр Валерьевич, магистрант

625000, г. Тюмень, ул. Володарского, 38

 

Aleksandr V. Shalabodov, Graduate Student

38, Vo-lodarskii Str., 625000, Tyumen

ШалабодовА. В.ShalabodovA. V.

Шалабодов Александр Владимирович, магистрант

625000, г. Тюмень, ул. Володарского, 38

 

Aleksandr V. Shalabodov, Graduate Student

38, Vo-lodarskii Str., 625000, Tyumen

ОсиповаЕ. Ю.OsipovaE. Yu.

Осипова Елена Юрьевна, доцент

634003, г. Томск, пл. Соляная, 2

Elena Yu. Osipova, A/Professor

2, Solyanaya Sq., 634003, Tomsk

Тюменский индустриальный университетРоссияTyumen State Oil and Gas UniversityRussian FederationТомский государственный архитектурно-строительный университетРоссияTomsk State University of Architecture and BuildingRussian Federation20192912201906174185Copyright © Вялкова Е.И., Глущенко Е.С., Шалабодов А.В., Шалабодов А.В., Осипова Е.Ю., 20192019Вялкова Е.И., Глущенко Е.С., Шалабодов А.В., Шалабодов А.В., Осипова Е.Ю.Vyalkova E.I., Glushchenko E.S., Shalabodov A.V., Shalabodov A.V., Osipova E.Y.Данная работа распространяется под лицензией Creative Commons Attribution 4.0.This work is licensed under a Creative Commons Attribution 4.0 License.https://vestnik.tsuab.ru/jour/article/view/719

Проблемы очистки и утилизации производственных сточных вод предприятий молочной промышленности существуют в России и за рубежом. Сточные воды подобных производств по степени загрязненности и агрессивности не подлежат сбросу даже в систему бытовой канализации. Для проектирования локальных очистных сооружений таких предприятий необходимо подробно изучить качество сточных вод и режимы их поступления. В статье приведены результаты исследования состава образующихся сточных вод по таким показателям, как агрессивность среды, органические вещества, взвешенные вещества, жиры, нитраты, фосфаты и др. На основании полученных данных были сделаны выводы об изменении качественного состава стоков в зависимости от технологических процессов при производстве молочной продукции. Серьезную проблему при выборе технологии очистки представляет значительное содержание в образую-щихся производственных стоках органических веществ, жиров, аммония, нитратов и фосфатов. Кроме того, стоки характеризуются большими колебаниями качества при сбросе в производственную систему канализации сыворотки или реагентных растворов после промывки оборудования. Предлагается вариант рациональной технологической схемы водоотведения молокозавода с выполнением требований очистки воды для сброса в канализационную сеть населенного пункта.  

Problems of treatment and disposal of industrial wastewater from dairy enterprises exist in Russia and abroad. Industrial wastewater from dairy cannot be discharged even into the do-mestic sewage system. The local sewage treatment units of such enterprises require in detail studying the wastewater quality and supply modes. This article presents such parameters of the wastewater composition as environmental aggressiveness, organic matter, suspended solids, fats, nitrogen, phosphate, and others. It is shown that changes in the qualitative composition of effluents depend on the dairy production processes. A serious problem when choosing a treatment technology is the significant content of organic substances, fats, ammonium, ni-trates and phosphates in the resulting effluent. In addition, effluents are characterized by large fluctuations in quality when dumped in a sewage treatment unit or reagent solutions generated by the equipment flushing. A production process flowchart is proposed for the dairy water dis-posal with the appropriate water treatment for discharge into sewage treatment units.  

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The authors declare that there are no conflicts of interest present.