№4|2024

WASTEWATER TREATMENT

UDC 628.35
DOI 10.35776/VST.2024.04.07

Bagaev Iurii, Kharkina O. V., Krasavin Grigorii, Gundyreva Tat’iana

Development of basic process solutions for the reconstruction
of wastewater treatment facilities in Novosibirsk

Summary

An example of process solutions for the reconstruction of existing wastewater treatment plants using increased concentration of activated sludge and acidification of primary sludge is given. It has been shown that achieving the required effluent quality (N–NH4 = 1 mg/l, N–NO3 = 9 mg/l, N–NO2 = 0.1 mg/l, Р–РО4 = 0.7 mg/l) during the reconstruction of the facilities, the implementation of nitrogen and phosphorus removal processes in existing aeration tanks, with the actual flow of incoming wastewater, is possible by increasing the concentration of activated sludge in the aeration tanks to 5.2 g/l, which requires the installation of tertiary treatment filters downstream sludge separation in the secondary settling tanks. The use of tertiary treatment facilities to remove suspended solids is determined in comparison with a more expensive construction of an additional biological treatment unit operating with medium doses of activated sludge. It is shown that the information and technical reference book ITS 10-2019 being a recommendation and not a mandatory document, allows for the use of filtration structures for effluent discharge into category B water bodies. The issues of the responsibility of the designers of basic process solutions for achieving the required effluent quality during the implementation of the project are considered for two cases: first – the main process solutions and the project is developed by one company; second – the main process solutions and the project are developed by different companies.

Key words

, , , , , , ,

For citation: Bagaev Iu. G., Khar’kina O. V., Krasavin G. V. Gundyreva T. M. Development of basic process solutions for the reconstruction of wastewater treatment facilities in Novosibirsk. Vodosnabzhenie i Sanitarnaia Tekhnika, 2024, no. 4, pp. 43–50.
DOI: 10.35776/VST.2024.04.07. (In Russian).

The further text is accessible on a paid subscription.
For authorisation enter the login/password.
Or subscribe

СПИСОК ЛИТЕРАТУРЫ / REFRERENCES

  1. Харькина О. В., Красавин Г. В. Основные технические решения канализационных очистных сооружений: цели и ответственность за результаты // Наилучшие доступные технологии водоснабжения и водоотведения. 2023. № 6. С. 34–43.
    Khar’kina O. V., Krasavin G. V. [Basic technical solutions for wastewater treatment plants: goals and responsibility for results]. Nailuchshie Dostupnye Tekhnologii Vodosnabzheniia i Vodootvedeniia, 2023, no. 6, pp. 34–43. (In Russian).
  2. Пат. RU 101704 U1. МПК C02F 3/30. Установка для биологической очистки сточных вод / Козлов М. Н., Мойжес О. В. // Изобретения. Полезные модели. 2011.
    Kozlov M. N., Moizhes O. V. [ Pat. RU 101704 U1. IPC C02F 3/30. Biological wastewater treatment unit]. Izobreteniia. Poleznye Modeli, 2011. (In Russian).
  3. Харькина О. В., Шотина К. В. Исследование работы аэротенков нитри-денитрификации с повышенными дозами активного ила // Водоснабжение и санитарная техника. 2010. № 10, часть 1. С. 42–47.
    Khar’kina O. V., Shotina K. V. [Study of the nitri-denitrification aeration tank operation with higher doses of activated sludge]. Vodosnabzhenie i Sanitarnaia Tekhnika, 2010, no. 10, part 1, pp. 42–47. (In Russian).
  4. Очистка сточных вод с использованием централизованных систем водоотведения поселений, городских округов. Информационно-технический справочник по наилучшим доступным технологиям ИТС 10-2019. – М.: Бюро НДТ, 2019. 416 с.
    Ochistka stochnykh vod s ispol’zovaniem tsentralizovannykh sistem vodootvedeniia poselenii, gorodskikh okrugov. Informatsionno-tekhnicheskii spravochnik po nailuchshim dostupnym tekhnologiiam ITS 10-2019 [Wastewater treatment with the use of public wastewater disposal systems of communities, urban districts. Information and technical reference book of the best available technologies ITS-2019. Moscow, Biuro NDT, 2019, 416 p.].
  5. Харькин С. В. Нужен ли блок фильтрования в технологической схеме биологической очистки? // Наилучшие доступные технологии водоснабжения и водоотведения. 2022. № 2. С. 8–16.
    Khar’kin S. V. [Is a filtration unit needed in the biological treatment process scheme?]. Nailuchshie Dostupnye Tekhnologii Vodosnabzheniia i Vodootvedeniia, 2022, no. 2, pp. 8–16. (In Russian).

Banner Oct 2024

myproject msk ru

Баннер конференции г. Пятигорск

souz ingenerov 02

Aquatherm 200x200 gif ru foreign