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Небесная энциклопедия

Космические корабли и станции, автоматические КА и методы их проектирования, бортовые комплексы управления, системы и средства жизнеобеспечения, особенности технологии производства ракетно-космических систем

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Мониторинг СМИ

Мониторинг СМИ и социальных сетей. Сканирование интернета, новостных сайтов, специализированных контентных площадок на базе мессенджеров. Гибкие настройки фильтров и первоначальных источников.

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Форма поиска

Поддерживает ввод нескольких поисковых фраз (по одной на строку). При поиске обеспечивает поддержку морфологии русского и английского языка
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Применить Всего найдено 1466. Отображено 190.
10-11-2016 дата публикации

КОМПЛЕКС ДЛЯ ОЧИСТКИ И ОБЕЗЗАРАЖИВАНИЯ ПРОМЫШЛЕННЫХ И ХОЗЯЙСТВЕННО-БЫТОВЫХ СТОЧНЫХ ВОД

Номер: RU165911U1

... 1. Комплекс для очистки и обеззараживания хозяйственно-бытовых и сточных вод, содержащий модули механической, физико-химической, электронно-лучевой обработки, доочистки, снабженные очистным оборудованием и насосами, патрубками ввода и вывода очищаемой воды, соединительными трубопроводами с запорной арматурой, отличающийся тем, что комплекс выполнен в корпусе модульного блок-бокса, дополнительно снабжен модулями удаления ионов аммония, обеззараживания и обезвоживания осадка, а также модулем онлайн-мониторинга качества очистки сточных вод, при этом модули соединены в следующей последовательности: модуль механической и физико-химической очистки, включающий емкость-резервуар, отстойник-электрофлотокоагулятор с пеносборником, дисковые фильтры; модуль удаления ионов аммония, включающий электро рН-корректор, десорбер аммиака и буферный бак; модуль электронно-лучевой обработки, включающий импульсный электронный ускоритель с реактором; модуль доочистки, включающий ионообменные фильтры, буферные ...

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30-04-2016 дата публикации

SYSTEM AND METHOD FOR MAINTAINING WATER QUALITY IN LARGE WATER BODIES

Номер: AP2016009162A0
Принадлежит:

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30-04-2016 дата публикации

SYSTEM AND METHOD FOR MAINTAINING WATER QUALITY IN LARGE WATER BODIES

Номер: AP0201609162D0
Принадлежит:

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30-04-2016 дата публикации

SYSTEM AND METHOD FOR MAINTAINING WATER QUALITY IN LARGE WATER BODIES

Номер: AP0201609162A0
Принадлежит:

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27-10-1986 дата публикации

Device for cleaning up wastewater

Номер: AT0000381485B
Принадлежит:

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27-01-1992 дата публикации

VORRICHTUNG ZUM AUFBEREITEN VON FLUESSIGKEITEN

Номер: AT0000394033B
Принадлежит:

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15-02-2012 дата публикации

DEVICE FOR THE CLEANING OF URBAN WASTE WATER BY ACTIVATED MUD IN A CLOSED REACTOR

Номер: AT0000542779T
Принадлежит:

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15-07-1991 дата публикации

DEVICE FOR PREPARING LIQUIDS

Номер: AT0000270988A
Принадлежит:

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02-02-2012 дата публикации

Systems and devices for treating and monitoring water, wastewater and other biodegradable matter

Номер: AU2010260473A1
Принадлежит:

The invention relates to bio-electrochemical systems for the generation of methane from organic material and for reducing chemical oxygen demand and nitrogenous waste through denitrification. The invention further relates to an electrode for use in, and a system for, the adaptive control of bio-electrochemical systems as well as a fuel cell.

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26-11-2004 дата публикации

RECYCLED IRRIGATION WATER TREATMENT SYSTEM

Номер: AU2003247520A1
Принадлежит:

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20-08-2015 дата публикации

Method and apparatus for maximizing nitrogen removal from wastewater

Номер: AU2014236539A1
Принадлежит:

A reactor and control method for maximizing nitrogen removal and minimizing aeration requirements through control of transient anoxia and aerobic SRT, repression of NOB, and control of dynamic DO concentrations or aeration interval by keeping the reactor NH4 and NOx concentrations approximately equal. Controls are provided for maximizing the potential for TIN removal through nitrification, limited nitritation, nitritation, denitrification, limited denitritation, denitritation making use of 1) real time measurement of ammonia, nitrite, nitrate, 2) operational DO and the proper use of DO setpoints, and 3) proper implementation of transient anoxia within a wide range of reactor configurations and operating conditions.

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03-08-2017 дата публикации

Rotating spray device for water distribution on media bed of a biofilter

Номер: AU2016220347A1

A biofilter irrigation system comprises a cylindrical vessel having a central axis, a media bed positioned within the vessel, a spray head system positioned above the media bed, the spray head system comprising a central hub positioned at the central axis of the vessel, at least one arm extending distally from the central hub toward a wall of the vessel and configured to rotate about the central axis, and a plurality of nozzles connected to the at least one arm. The biofilter irrigation system further comprises a fluid outlet positioned below the media bed.

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18-08-2005 дата публикации

DISSIMILATORY SULFATE REDUCTION AS A PROCESS TO PROMOTE DENITRIFICATION IN MARINE RECIRCULATING AQUACULTURE SYSTEMS

Номер: CA0002554958A1
Принадлежит:

The present invention relates to a novel approach for nitrate removal from a marine recirculating system (10) wherein high concentrations of sulfate found in seawater is used in combination with sludge (20) collected from fish growing tanks (12) to promote dissimilatory sulfate reduction to hydrogen sulfide. The sulfide is used as an electron source to promote autotrophic denitrification in an up-flow fix bed bioreactor (16), followed by nitrification in a nitrification unit (14). By utilizing the symbiotic relationship between the sulfate-reducing and sulfide-oxidizing bacterial community, nitrate accumulation is controlled in the recirculating water of the system thereby reducing water exchange in the marine recirculating system.

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01-04-2014 дата публикации

DENITRIFICATION PROCESS AND SYSTEM

Номер: CA0002620824C
Принадлежит: PARKSON CORPORATION

... ²²²A process and system for denitrification of wastewater. The process includes ²the steps of measuring an influent flow rate, measuring influent ²concentrations of nitrates, nitrites, and dissolved oxygen in the wastewater, ²and using the influent concentrations to determine a nominal amount of ²methanol to be provided for denitrification. The invention also contemplates ²the measurement of effluent concentrations of nitrates and nitrites (i.e., ²NOx), and optionally using the effluent concentrations to adjust the nominal ²amount of methanol being provided.² ...

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23-12-2010 дата публикации

SYSTEMS AND DEVICES FOR TREATING AND MONITORING WATER, WASTEWATER AND OTHER BIODEGRADABLE MATTER

Номер: CA0002765767A1
Принадлежит:

The invention relates to bio-electrochemical systems for the generation of methane from organic material and for reducing chemical oxygen demand and nitrogenous waste through denitrification. The invention further relates to an electrode for use in, and a system for, the adaptive control of bio-electrochemical systems as well as a fuel cell.

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29-10-2019 дата публикации

SYSTEM AND METHOD FOR MAINTAINING WATER QUALITY IN LARGE WATER BODIES

Номер: CA0002930520C

Energy saving installation and method for treating large water bodies wherein the method comprises: (a) applying an effective amount of a flocculent to water in the water body to maintain turbidity of the water below 2 NTU, wherein the flocculent flocculates suspended solids in the water into particles that settle to the bottom of the water body. (b) operating a mobile suctioning device to maintain an increase in the black component of the bottom's colour below 30% based on the CMYK scale, wherein the mobile suction device suctions a portion of water from the bottom of the water body containing settled particles, and wherein the device is capable of cleaning at a surface cleaning rate of 10,000m2/24 hours; (c) filtering the water suctioned by the mobile suction device and returning the filtered water to the water body, wherein the water suctioned by the mobile suction device does not exceed 10% of the total water volume of the water body in a 24 hour interval; and (d) operating a degreasing ...

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28-04-2017 дата публикации

SYSTEM FOR MAINTAINING WATER QUALITY IN LARGE WATER OBJECTS

Номер: EA0201692566A1
Автор:
Принадлежит:

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30-04-2018 дата публикации

METHOD AND DEVICE FOR PURIFYING WASTE WATER WITH ACTIVE SLUDGE WITH IMPROVED CONTROLLING PROCESS OF REMOVING NITROGEN AND PHOSPHORUS

Номер: EA0201792335A1
Автор:
Принадлежит:

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26-02-2018 дата публикации

SYSTEM AND METHOD FOR MAINTAINING WATER QUALITY IN LARGE WATER BODIES

Номер: UA0000116283C2
Принадлежит:

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30-09-2016 дата публикации

SYSTEM AND METHOD FOR MAINTAINING QUALITY OF WATER IN LARGE WATER OBJECTS

Номер: EA0201690836A1
Автор:
Принадлежит:

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19-11-2019 дата публикации

Energy-saving water treatment device based on sensor

Номер: CN0107298511B
Автор:
Принадлежит:

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10-03-1995 дата публикации

SELTZER, BIOLOGICALLY MEDIATED, EFFLUENTS WITH HIGH LEVELS OF AMMONIA NITROGEN.

Номер: FR0002687996B1
Принадлежит:

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07-05-1998 дата публикации

A METHOD FOR FIGHTING AGAINST FOAMS APPEARING IN the INSTALLATIONS OF PROCESSING LIQUID WASTE BY MUDS ACTIVEES AND INSTALLATION FOR the IMPLEMENTATION Of SUCH a PROCESS

Номер: FR0002755436A1
Принадлежит:

L'invention concerne un procédé pour lutter contre les mousses apparaissant dans une installation de traitement d'effluent incluant d'une part au moins un bassin (3) de boues activées pourvu d'une pluralité de cloisons (4, 5) délimitant une pluralité de compartiments (3a, 3b, 3c) aérés ou non aérés au sein dudit bassin (3) et d'autre part au moins un clarificateur (6) séparé dudit bassin (3) par une paroi (7), et des moyens de recirculation des boues provenant dudit clarificateur en tête dudit bassin, caractérisé en ce qu'il comprend les étapes consistant à autoriser le passage d'au moins une partie de l'effluent d'un compartiment à l'autre dudit bassin par dessus chacune desdites cloisons (4, 5), de façon à permettre le libre écoulement des mousses pouvant se former dans les différents compartiments vers une zone finale unique, et à traiter mécaniquement et/ou biologiquement et/ou chimiquement les mousses présentes dans ladite zone finale unique, de façon épisodique ou continue.

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09-07-2015 дата публикации

폐수 처리에서 질소 제거를 위한 방법 및 장치

Номер: KR1020150080493A
Принадлежит:

... 하나 이상의 반응기 및 하나 이상의 제어 방법이: 1) 암모니아 및 암모니아 설정 값의 사용; 2) 작동 DO 및 DO 설정 값의 사용; 3) 가벼운 응집제 AOB 분획 및아나목스의 생물 증대; 및 4) 아나목스 또는 종속영양 유기체를 사용한 산화된 질소의 제거를 위한 몇몇 반응기 구성 및 상태에서 일시적인 무산소의 구현을 포함하는, 다양한 제어 전략을 사용하여, 아질산염 산화 세균(NOB) 아웃선택을 하면서 높은 암모니아 산화 세균(AOB) 산화 속도를 유지하는 측정된 제어를 달성하기 위한 폐수 처리에서 질소 제거를 위해 사용된다. 기술된 제어들은, DO 농도 또는 통기 간격의 제어, NOB의 아웃-선택, 및 일시적인 무산소 및 유산소 SRT의 제어를 통해, 반응기 암모니아(NH4) 및 산화된 질소(NOx) 농도를 대략적으로 동일하게 유지함으로써 최소 통기로 질소 제거를 최대화한다.

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08-03-2017 дата публикации

외부 선택을 이용한 폐수 처리 방법 및 장치

Номер: KR1020170026495A
Принадлежит:

... 본 발명은 생물학적 선택기 및 물리적 선택기를 포함하는 생물학적 폐수 처리를 위한 방법 및 장치에 관한 것이다. 본 발명의 장치는 플록에 대한 과립 형성 및 필라멘트 형성이 우세한 형태학적 바이오매스 특성을 생성하기 위한 높은 기질 및 높은 전자 수용체 구배를 제공하도록 폐수 및 재활용 바이오매스가 혼합되는 내부 생물학적 반응기 및, 조밀한 과립 선택을 포함하는 조밀화된 바이오매스 응집체를 수집 및 보유하고 더 가벼운 필라멘트 및 플록을 폐기하기 위한 바이오매스 폐기물 스트림에 작동하는 외부 중량 선택기 또는 외부 스크린 선택기를 포함하고 있다. 본 발명의 방법 및 장치에서, 접종된 입자를 캡슐화하는 응집체의 형성을 증진시키도록 코어를 제공하기 위한 입자가 추가될 수도 있다. 입자는 입자의 형성을 개시 또는 공급하기 위해 예를 들어 바이오반응기 내에 다양한 소재로서 추가될 수 있는데, 이후에 외부 중량 선택기 또는 외부 스크린 선택기에 의해 분리되거나 또는 병합될 수도 있다. 추가적으로, 유기체는 생물학적 포스포러스 제거, 탈질소화 메탄 산화제, 생물학적 황 또는 황화물 산화, 및 메탄생성을 위해 선택될 수도 있다.

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24-11-2006 дата публикации

METHOD AND INSTALLATION FOR THE BIOLOGICAL TREATMENT OF WATER USING ACTIVATED SLUDGE AND COMPRISING AERATION REGULATION

Номер: KR1020060119863A
Принадлежит:

The invention relates to a method and installation for the biological treatment of water using activated sludge or mixed cultures, including the aeration of the activated sludge tank. The inventive method consists in: (a) fixing the times for the aeration (T1min and T1max) and non-aeration (T2min and T2max) periods, high (SHNO3) and low (SBNO3) set values for the nitrate concentration of the treated water or the mixed liquor, and a high set value for the redox potential (SH redox) of the water present in the tank; (b) continuously measuring the aeration (T1) and non-aeration (T2) times, the nitrate levels in the treated water or the mixed liquor, and the redox potential of the mixed liquor, and not aerating the mixed liquid either (i) when the nitrate concentration is less than SB NO3 and T2 is less than T2min or (ii) when the nitrate concentration is greater than SB NO3 but T2 has not reached time T2max; and (c) aerating the mixed liquor either (i) when the measured nitrate concentration ...

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28-06-2012 дата публикации

METHOD AND FACILITY FOR TREATING WATER BY NITROSATION/DENITROSATION, INCLUDING AT LEAST AN AERATION STEP AND A STEP FOR MONITORING THE OXYGEN SUPPLIED DURING THE AERATION STEP

Номер: WO2012085288A1
Принадлежит:

The invention relates to a method for treating water, containing nitrogen in the form of ammonium, within a biological reactor (10) by means of nitrosation/denitrosation, said method including at least a step (i) of feeding said water into said biological reactor (10), an aeration step (ii) during which oxygen is injected into the reactor (10), a step (iii) for extracting treated water from said reactor (10), determination steps being carried out continuously or intermittently at a predetermined frequency. According to the invention, such a method includes a step of calculating the ratio between information representative of the quantity of nitrates formed in said reactor and information representative of the quantity of ammonium broken down in said reactor, and a step of determining the percentage of ammonium broken down in said reactor (10), the oxygen supplied to said reactor during said aeration step (ii) being predetermined on the basis of ratio between said information representative ...

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13-02-2014 дата публикации

METHOD AND APPARATUS FOR MONITORING AND CONTROLLING OZONATION AND AERATED FILTRATION USING UV AND VISIBLE SPECTRAL MEASUREMENT AND OXIDATION REDUCTION POTENTIAL

Номер: WO2014025478A1
Принадлежит:

The present invention relates to a method and system for monitoring and controlling the process train of ozonation and biologically aerated filtration used in water and wastewater treatment. The process monitoring and control can be achieved by online measurement of UV/Vis absorption at one or multiple wavelengths and oxidation/reduction potential values which are compared to predetermined UV absorption and oxidation/reduction values. The air and ozone dosage of the effluent are then adjusted based on the measured values of UV/Vis absorption and oxidation/reduction potential of the effluent.

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01-04-2021 дата публикации

METHOD OF CONTROLLING A WASTEWATER TREATMENT PLANT

Номер: US20210094851A1

The present invention provides a method of controlling a wastewater treatment plant. The plant comprises at least one process tank and an aeration structure configured for aeration of the at least one process tank. The method comprises alternating steps of increasing aeration to the at least one process tank when a first event occurs, wherein the first event is one of when a first threshold value of a first tank parameter is reached and when a first predetermined time period has expired, and decreasing aeration to the at least one process tank when a second event occurs, wherein the second event is one of when a second threshold value of a second tank parameter is reached and when a second predetermined time period has expired. The first and second tank parameters are selected from a group consisting of nitrate concentration, nitrite concentration, and ammonium concentration determined in the water in the at least one process tank, and the steps of increasing aeration and decreasing aeration are carried out to reduce N2O emissions from the plant. 115-. (canceled)17. The method according to claim 16 , wherein the first and second tank parameters are identical.18. The method according to claim 16 , wherein the step of decreasing aeration is continued until aeration is interrupted.19. The method according to claim 16 , wherein aeration of the at least one process tank is decreased when a third threshold value of a third tank parameter is reached claim 16 , the third tank parameter being N2O determined in the water in the at least one process tank.20. The method according to claim 19 , wherein at least one of the first claim 19 , second claim 19 , and third tank parameters is measured in the water in one of the at least one process tanks.21. The method according to claim 20 , wherein at least one of the first claim 20 , second claim 20 , and third tank parameters is continuously measured at a predefined first time interval.22. The method according to claim 19 , wherein ...

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08-09-2016 дата публикации

METHOD AND APPARATUS FOR MAXIMIZING NITROGEN REMOVAL FROM WASTEWATER

Номер: US20160257590A1

A reactor and control method for maximizing nitrogen removal and minimizing aeration requirements through control of transient anoxia and aerobic SRT, repression of NOB, and control of dynamic DO concentrations or aeration interval by keeping the reactor NH 4 and NO x concentrations approximately equal. Controls are provided for maximizing the potential for TIN removal through nitrification, limited nitritation, nitritation, denitrification, limited denitritation, denitritation making use of 1) real time measurement of ammonia, nitrite, nitrate, 2) operational DO and the proper use of DO setpoints, and 3) proper implementation of transient anoxia within a wide range of reactor configurations and operating conditions.

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18-04-2002 дата публикации

Processes and systems for treating wastewater

Номер: US2002043486A1
Автор:
Принадлежит:

This invention relates to processes and systems for treating wastewater and more particularly to removing nutrients from wastewater in a wastewater treatment process.

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21-05-2020 дата публикации

Wastewater Cleaning System and Process

Номер: US20200156963A1
Принадлежит: Evoqua Water Technologies LLC

Systems and method for treating wastewater including a vessel having an inlet and an outlet, a pump in fluid communication with the outlet of the vessel, the pump configured to pump wastewater out of the vessel, a separator in fluid communication with the pump, the separator configured to separate grit from the wastewater, the separator having a first outlet for discharging a grit stream and a second outlet for discharging a wastewater stream, a grit washing system in fluid communication with a source of washing fluid and the first outlet of the separator, the grit washing system configured to wash and dewater grit from the grit stream, the grit washing system having an outlet for discharging a wash wastewater stream, and a return conduit configured to recycle the wastewater stream discharged from the separator to one of the inlet of the vessel and an inlet to the pump.

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09-05-1990 дата публикации

Process and apparatus for the treatment of liquids

Номер: EP0000367756A1
Принадлежит:

In a process for the treatment of liquids and for the purification of effluents after the activated sludge process, in particular for the nitrification and denitrification in biological effluent treatment in a tower-type vessel (1) with a shell pipe (3) which is arranged at a distance from the inner vessel wall and whose upper, open end face (4) is located below the liquid level (16) and whose lower open end face (5) is located at a distance from the bottom of the vessel, which vessel is supplied with gas through nozzles (11) which are arranged close to the bottom and whose gas outlet is directed into the annular space (12) between shell pipe and the inner vessel wall (2) or into the central space (14) of the shell pipe (3), the overflow height between the upper edge of the shell pipe (3) and the liquid level (16) and/or the overflow height between the lower edge of the shell pipe (3) and the bottom of the vessel (1) and the flow velocity are controlled as a function of process parameters ...

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10-01-2024 дата публикации

PROCESS FOR TREATING WASTEWATER

Номер: EP3831781B1
Автор: MODENESE, Sergio
Принадлежит: TM.E. S.p.A. TERMOMECCANICA ECOLOGIA

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23-04-2015 дата публикации

Verfahren und Einrichtung zur Behandlung von landwirtschaftlicher Gülle

Номер: DE102013017531A1
Принадлежит:

Die Erfindung betrifft ein Verfahren zur Behandlung von landwirtschaftlicher Gülle oder Abwässer, indem die Gülle/Abwässer in einem Absetz- und/oder Trennverfahren mit Fällungsmittel behandelt und in Dickphase und Dünnphase oder Klarphase getrennt wird, als Zusatz zur DE 10 2013 007 829.6, gemaäß Oberbegriff des Patentanspruches 1. Um hierbei zu erreichen, dass die Abtrennung von Partikeln und gelösten Stoffen in den landwirtschaftlichen Abwässern und Güllen oder in Abwässern von landwirtschaftlichen Reinigungs- oder Produktionsanlagen gleichermaßen realisierbar ist, und Verfahren und Einrichtung auf verschiedene Fällungsbedingungen anzupassen, ist erfindungsgemäß vorgeschlagen, dass dem Fällungsmittel Eisenchlorid in Form von Lösungen von Eisen-II-Chlorid, oder Eisen-III-Chlorid, oder Eisen-III-Sulfat oder Eisen-II-Chlorid, oder Eisen-III-Chloridsulfat in Wasser zugeführt oder gemeinsam mit Wasser als Trennungsmittel dem Abwasser zugeführt wird.

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31-01-2018 дата публикации

A water network monitor, monitoring system and method

Номер: GB0201721435D0
Автор:
Принадлежит:

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12-09-2001 дата публикации

Method for automatic dose control of liquid treatment chemicals

Номер: GB0000117625D0
Автор:
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15-02-2017 дата публикации

wATER TREATMENT PLANT

Номер: AT0000511426B1
Автор: [UNK]
Принадлежит: E Hawle Armaturenwerke Gmbh

Die Erfindung betrifft eine Vorrichtung (1) zur Aufbereitung einer Flüssigkeit mit zumindest einer Zuleitung (2), zumindest einer Filtereinheit (3), zumindest einer Ableitung (4) und einer zentralen Steuereinheit (5), wobei die Filtereinheit (3) einen durch die Steuereinheit (5) ansteuerbaren, mit einer Rückspülleitung (6) verbindbaren Rückspülfilter (7) umfasst, wobei in Strömungsrichtung nach der Filtereinheit (3) zumindest eine von der Steuereinheit (5) ansteuerbare desinfizierende Strahlungsquelle, vorzugsweise ein UV-Reaktor (10) vorgesehen ist, die zumindest einen mit der Steuereinheit (5) verbundenen Fotosensor (11) zur Opazitätsmessung der Flüssigkeit umfasst, und dass vorzugsweise in Strömungsrichtung nach der Filtereinheit (3) zumindest ein Impfanschluss (12) vorgesehen ist, und ein Verfahren zur Steuerung einer Vorrichtung zur Aufbereitung einer Flüssigkeit. The invention relates to a device (1) for the treatment of a liquid with at least one supply line (2), at least one filter unit (3), at least one discharge line (4) and a central control unit (5), wherein the filter unit (3) one through the Control unit (5) controllable, with a backwash line (6) connectable backwash filter (7), wherein in the flow direction after the filter unit (3) at least one of the control unit (5) controllable disinfecting radiation source, preferably a UV reactor (10) is provided which comprises at least one photosensor (11) connected to the control unit (5) for measuring the opacity of the liquid, and that at least one seed connection (12) is preferably provided downstream of the filter unit (3), and a method for controlling a device for processing a liquid.

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15-03-1986 дата публикации

PROCEDURE FOR THE BIOLOGICAL CLEANING OF WASTE WATER.

Номер: AT0000018539T
Автор: BERENDS JAN, BERENDS, JAN
Принадлежит:

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15-03-1986 дата публикации

MECHANISM FOR THE CLEANING OF WASTE WATER

Номер: AT0000065685A
Принадлежит:

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02-04-2015 дата публикации

Method for treating water within a sequential biological reactor including an in-line measurement of the nitrite concentration inside said reactor

Номер: AU2010321102B2
Принадлежит:

The invention relates to a method for treating water laden with nitrogen in the form of ammonium by means of nitritation-denitritation, wherein said method includes at least: a first step (i) of supplying at least one sequential biological reactor (10) with said water; an aerated nitritation step (ii); an anoxia denitritation step (iii); and a step (iv) of extracting treated water from said reactor. According to the invention, the method also includes the in-line measurement of the nitrite concentration of said water in said reactor, and at least one monitoring step of at least one step of the method, said monitoring step taking into account the results from said in-line measurement of the nitrite concentration.

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01-03-2018 дата публикации

Method and apparatus for wastewater treatment using external selection

Номер: AU2015284175B2

A method and an apparatus for biological wastewater treatment that includes a biological selector and a physical selector. The apparatus comprises an internal biological reactor where wastewater and recycled biomass are combined to provide a high substrate and high electron acceptor gradient for generating morphological biomass features that favor granule formation over floe and filament formation, and an external gravimetric or external screen selector operating on the biomass waste stream for collecting and retaining densified biomass aggregates including dense granule selection and for wasting lighter filaments and floes. In the method and apparatus, particles may be added to provide cores to promote the formation of aggregates encapsulating the seeded particles. The particles may be added as various materials, for example, in the bioreactor, to initiate or seed the formation of a granule, that could then be separated by or integrated with either the external gravimetric or external ...

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19-02-2015 дата публикации

Process for reducing the production of sludge by municipal or industrial wastewater purification plants, and equipment for the implementation thereof

Номер: AU2013294619A1
Принадлежит:

A process for reducing the production of sludge by municipal or industrial wastewater purification plants, comprising a step of mesophilic or thermophilic anaerobic digestion (20), or anaerobic digestion combining these two operating modes, of a stream of sludge to be treated (1), and at least one biological solubilization anaerobic treatment step (30); the process comprises, upstream of the anaerobic digestion step, a step of dehydration (10) of the sludge to be treated, followed by a step of mixing (15) the dehydrated sludge with a recirculated fraction of sludge that is more liquid, originating from recycling of the digestion (20), and/or from the anaerobic treatment step (30), and/or centrates originating from a final dehydration (50) of the treated sludge, wherein the recirculation rate is chosen such that the mixture has a dryness suitable for digestion, this mixture then being directed towards the digestion.

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23-01-2021 дата публикации

WASTEWATER TREATMENT USING LAGOONS AND NITRIFICATION WITHOUT SUBSEQUENT CLARIFICATION OR POLISHING

Номер: CA3087642A1
Принадлежит:

The disclosed lagoon biological treatment system helps existing wastewater treatment facilities meet stricter discharge permits mandated by the EPA utilizing a facility's existing wastewater treatment infrastructure. Influent is pumped into and processed in an aerated or non-aerated lagoon system, thus initially treating the wastewater to reduce BOD5 (Biochemical Oxygen Demand) and TSS (Total Suspended Solids) to approximately 20-30 mg/L. Then the wastewater is transferred to and processed in a nitrification reactor, where sufficient nitrifying bacteria is present to reduce nitrogen levels to regulation-acceptable levels without needing to regulate temperature of the water in the nitrification reactor. Wastewater may also be further processed in a denitrifying reactor if necessary to meet local requirement. Post-nitrification polishing of the wastewater is foregone.

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07-01-2016 дата публикации

METHOD AND APPARATUS FOR WASTEWATER TREATMENT USING EXTERNAL SELECTION

Номер: CA0002949546A1
Принадлежит:

A method and an apparatus for biological wastewater treatment that includes a biological selector and a physical selector. The apparatus comprises an internal biological reactor where wastewater and recycled biomass are combined to provide a high substrate and high electron acceptor gradient for generating morphological biomass features that favor granule formation over floe and filament formation, and an external gravimetric or external screen selector operating on the biomass waste stream for collecting and retaining densified biomass aggregates including dense granule selection and for wasting lighter filaments and floes. In the method and apparatus, particles may be added to provide cores to promote the formation of aggregates encapsulating the seeded particles. The particles may be added as various materials, for example, in the bioreactor, to initiate or seed the formation of a granule, that could then be separated by or integrated with either the external gravimetric or external ...

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03-12-2009 дата публикации

APPARATUS AND METHOD FOR TREATMENT OF A CONTAMINATED WATER-BASED FLUID

Номер: CA0002725483A1
Принадлежит: KOLMIR WATER Tech Ltd

An apparatus and method for controllable separation of a purified fluid from a process water-based fluid containing at least one contaminating component are described. The apparatus comprises a housing having an inlet port for receiving the process water-based fluid through a controllable inlet valve, an outlet port for discharge of the purified fluid and a sludge port for discharge of a sludge fluid. The apparatus also includes an acoustic vibrator configured for generating a controllable acoustic wave having at least one adjustable parameter selected from frequency, amplitude and intensity. This acoustic vibrator creates at least one layer in the process water-based fluid dividing the process water-based fluid into a pre-filtered fluid and a sludge fluid. This layer is substantially perpendicular to a flow direction of said process water-based fluid. The layer comprises hydroxide radicals and oxygen species reacting with the contaminating component thereby transforming the component into radical form and oxidizing the component thereby causing binding of the component into insoluble aggregates which are precipitated within the sludge fluid. In addition, the apparatus comprises a filter unit disposed within the housing in a flow of the pre-filtered fluid from the layer to the outlet port.

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25-10-2018 дата публикации

SYSTEM AND METHOD FOR MAINTAINING WATER QUALITY IN LARGE WATER BODIES

Номер: GE0P20186906B
Принадлежит:

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30-01-2013 дата публикации

Mainstream wastewater treatment

Номер: CN102906030A
Автор: Mccarty Donald
Принадлежит:

One or more embodiments of the present invention relate to a short cut or shortened method for the removal of nitrogen from wastewater by pairing an aerobic fixed-film biological reactor with an anoxic fixed-film biological reactor under unique operating conditions.

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10-09-2010 дата публикации

“PROCEEDED WITH ELECTROCHEMICAL CHEMICAL MIXED TREATMENT Of a LIQUID MEDIUM CHARGES OUT OF NITRATES, DEVICE TO TREAT SUCH a LIQUID MEDIUM AND APPLICATIONS”

Номер: FR0002917734B1
Принадлежит: FIRMUS S.A.M.

The invention relates, in particular, to a process for treating a liquid medium loaded with nitrates via a chemical route that mainly comprises a step of electrolysis of the liquid medium in the presence of a metal salt, the electrolysis being carried out at a pH below 5. The invention also relates to a device for treating a liquid medium loaded with nitrates and also to the applications of this process and device, in particular for reducing the level of nitrates in drainage waters.

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23-07-2010 дата публикации

METHOD OF DIAGNOSIS OF the OPERATION Of a SYSTEM Of WATER PURIFICATION OF the DEVICE TYPE HAS FILTERING MEDIUM AND DIAGNOSTIC TOOLS ADAPT HAS THIS METHOD.

Номер: FR0002941223A1

L'invention concerne une méthode de diagnostic du fonctionnement d'un système d'épuration d'eau de type dispositif à milieu filtrant, comportant les étapes suivantes : - une étape de caractérisation d'au moins un paramètre physique et/ou mécanique du dispositif à milieu filtrant permettant d'établir une valeur de perméabilité Ks (m/s), - une étape de comparaison entre ladite valeur de perméabilité établie Ks et une plage de valeurs de perméabilité prédéterminée [kmin; kmax] représentative d'un état de fonctionnement satisfaisant du système d'épuration, et - une étape de diagnostic au cours de laquelle on attribue un indicateur du fonctionnement du dispositif à milieu filtrant en fonction du résultat de l'étape de comparaison. Application aux systèmes d'assainissement non collectifs (ANC) ou autonomes.

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09-01-2015 дата публикации

METHOD AND INSTALLATION FOR BIOLOGICAL DENITRIFICATION OF WASTEWATERS

Номер: FR0003008086A1
Принадлежит: Degremont SA

Procédé de dénitrification biologique d'eaux résiduaires qui comporte une séquence de nitrification-dénitrification suivie, pour une première fraction des eaux, d'une étape de post-dénitrification (6) au cours de laquelle un donneur d'électrons est injecté dans cette première fraction, tandis qu'une deuxième fraction des eaux passe par une dérivation (5b), puis est mélangée à la première fraction en aval de l'étape de post-dénitrification ; la première fraction des eaux résiduaires est soumise, lors de la post-dénitrification, à une dénitrification quasi complète afin de sortir de l'étape avec une concentration en nitrates [N-NO3] inférieure à 4 mg/L, pour minimiser la production d'oxyde nitreux N2O ; et on détermine le taux de dérivation à partir : d'une mesure (9) de la concentration en nitrates [N-NO3] des eaux en amont de la post-dénitrification ; de la concentration en nitrates [N-NO3] souhaitée pour le mélange des deux fractions en aval du traitement de post-dénitrification, et de la concentration en nitrates [N-NO3] de la première fraction en sortie de la post-dénitrification , avant mélange des deux fractions. Process for biological denitrification of wastewater which comprises a nitrification-denitrification sequence followed, for a first fraction of the water, with a post-denitrification stage (6) during which an electron donor is injected into this first fraction, while a second fraction of the water passes by a bypass (5b), then is mixed with the first fraction downstream of the post-denitrification step; the first fraction of the wastewater is subjected, during the post-denitrification, to an almost complete denitrification in order to leave the stage with a concentration of nitrates [N-NO3] lower than 4 mg / L, to minimize the production of N2O nitrous oxide; and the derivatization rate is determined from: a measurement (9) of the nitrate concentration [N-NO3] of the water upstream of the post-denitrification; the ...

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05-09-2008 дата публикации

Treating urban/industrial used water containing sulfide and ammonium, sewage, condensates and leachate, comprises biologically treating used water in free culture by anoxic treatment to eliminate organic carbon using heterotrophic bacteria

Номер: FR0002913234A1
Принадлежит:

Procédé pour le traitement d'eaux usées chargées en sulfures et en ammonium, en particulier d'eaux usées d'origine urbaine ou industrielle ou des retours de digestion, des condensats, des lixiviats. Les eaux usées subissent d'abord un traitement anoxique (1) par voie biologique en cultures libres selon lequel, dans une première étape (1a), le carbone organique est essentiellement éliminé par des bactéries hétérotrophes, et dans une deuxième étape (1b), séparée de la première, les sulfures sont oxydés par voie biologique par des bactéries autotrophes avec réduction des nitrites ou des nitrates ; l'effluent sortant de la deuxième étape (1b) est soumis à un traitement biologique aérobie en cultures libres (2) pour la transformation de l'ammonium en nitrates. Le couplage avec un réacteur (9) biologique aérobie séquentiel (SBR) permet de compenser un déficit éventuel en nitrates.

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23-10-2014 дата публикации

NITRIFICATION METHOD AND SYSTEM

Номер: WO2014172121A1
Принадлежит:

The invention relates to a method and a nitrification system (1) for nitrifying a centrate stream (14) produced by dewatering sludge within a wastewater treatment facility. The centrate stream (14) is fed into a nitrification reactor (24) containing accumulated centrate (26) and a bacterial population of AOB and NOB nitrifying bacteria, which turn the ammonia content within the centrate stream (14) into nitrates. Using an oxygen injection device (34), an oxygen containing gas is introduced into the accumulated centrate (26) to support bacterial activity of the AOB and NOB nitrifying bacteria, and the dissolved oxygen concentration is maintained at a value higher than 3 mg/l. Additionally, the invention relates to a conditioning method in which the bacterial population is grown within the nitrification reactor in conditioning stages that involve the introduction of incoming centrate into the reactor with a successively decreasing degree of dilution.

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01-06-2006 дата публикации

SYSTEM FOR TREATING WASTEWATER AND A CONTROLLED REACTION-VOLUME MODULE USABLE THEREIN

Номер: WO2006058097A1
Принадлежит:

A wastewater treatment system including a biological reactor is disclosed. At least one controlled-reaction-volume module is provided to the biological reactor. The at least one controlled-reaction-volume module includes a fixed-film media for supporting a biological growth. At least one mixer, such as, for example, a high momentum mixer, to communicate a fluid to the at least one controlled-reaction-volume module so that wastewater and the biological growth communicate to thereby treat the wastewater.

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07-10-2010 дата публикации

METHOD AND APPARATUS FOR ON-SITE NITRATE PRODUCTION FOR A WATER PROCESSING SYSTEM

Номер: WO2010114580A1
Принадлежит: Nitra-Gen Llc

An electric plasma arc apparatus and method produces nitrogen compounds, solely using ambient air extracted in proximity to the apparatus. The nitrogen compounds are brought into contact with a water processing system, forming nitrate on-site. Hydrogen sulfide present in the water processing system is removed, and the production of hydrogen sulfide by sulfate-reducing bacteria (SRB) is eliminated by introducing nitrate into the system, whereby denitrifying microorganisms, using the nitrate, outcompete the sulfate- reducing bacteria for the available carbon nutrients, thus preventing the SRB from producing hydrogen sulfide. Nitrate ions generated in the water processing system which contains the denitrifying microorganisms can enhance oil recovery by means of microbial enhanced oil recovery mechanisms. Further, the electric plasma arc apparatus and methodology eliminate major costs of conventional treatment techniques, including the transportation and storage of nitrate and the need for a continuous supply of natural gas and water.

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04-09-2014 дата публикации

METHOD AND APPLIANCE FOR TREATING AGRICULTURAL LIQUID MANURE

Номер: WO2014131521A1
Принадлежит:

The invention relates to a method for treating agricultural liquid manure, in that the liquid manure is treated with precipitant in a settling and/or separation method and is separated into a thick phase and a thin phase or clear phase, according to the preamble of claim 1. In order thereby to increase markedly the separation of thick phase and thin phase or clear phase in pre-separated and non pre-separated liquid manure and permit in the result a year-round discharge of the thin phase of the liquid manure and utilization of the thick phase, according to the invention it is proposed that in addition water is used as separation medium, in such a manner that the suspended matter precipitating out in the reaction of the precipitant with the liquid manure floats on the separation medium water and/or falls in the separation medium water, and a thick phase thus separated from a clear phase can be separated off in a zone-type manner.

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18-08-2005 дата публикации

DISSIMILATORY SULFATE REDUCTION AS A PROCESS TO PROMOTE DENITRIFICATION IN MARINE RECIRCULATING AQUACULTURE SYSTEMS

Номер: WO2005075366A1
Принадлежит:

The present invention relates to a novel approach for nitrate removal from a marine recirculating system (10) wherein high concentrations of sulfate found in seawater is used in combination with sludge (20) collected from fish growing tanks (12) to promote dissimilatory sulfate reduction to hydrogen sulfide. The sulfide is used as an electron source to promote autotrophic denitrification in an up-flow fix bed bioreactor (16), followed by nitrification in a nitrification unit (14). By utilizing the symbiotic relationship between the sulfate-reducing and sulfide-oxidizing bacterial community, nitrate accumulation is controlled in the recirculating water of the system thereby reducing water exchange in the marine recirculating system.

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21-09-2010 дата публикации

Biological nutrient removal process and process control for same

Номер: US0007799223B1
Принадлежит: Schreiber, LLC, SCHREIBER LLC, SCHREIBER, LLC

The present disclosure describes an improved system and method for treating wastewater or other liquid. Furthermore, the present disclosure provides a control program for operating the system and method. In one embodiment, the treatment process utilizes a biological nutrient removal activated sludge process utilizing a continuously sequencing reactor (CSR).

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05-03-2020 дата публикации

INTELLIGENT EARLY WARNING METHOD OF MEMBRANE FOULING

Номер: US20200071209A1
Принадлежит:

To solve problems of frequent occurrence and great harm of membrane fouling during MBR wastewater treatment process, the invention proposes a membrane fouling intelligent early warning method to realize online and accurate early warning of membrane fouling. This early warning method achieves accurate prediction of water permeability by constructing soft-computing model based on recurrent fuzzy neural network. The intelligent early warning of membrane fouling is achieved by the comprehensive evaluation method, which solves the problem that membrane fouling is difficult to be early warning in the MBR wastewater treatment process, improves the pretreatment ability of membrane fouling, reduces the damage caused by membrane fouling, ensures the safe operation of MBR wastewater treatment process, and promotes efficient and stable operation of MBR wastewater treatment plant. 1(1) data acquisition of the running process: data are collected by the acquisition instrument installed on the process site, including: water flow, water pressure, chemical oxygen demand, pH, biological oxygen demand, total phosphorus, oxidation-reduction potential in anaerobic zone, oxidation-reduction potential ORP in anoxic zone, dissolved oxygen in aerobic zone, nitrate in aerobic zone, aeration; the acquired data is transmitted to the Programmable Logic Controller through Modbus communication protocol, and Programmable Logic Controller transmits the process data to the host computer through RS232 communication protocol; the data in the host computer is transmitted to the data processing server through the local area network; the process data is displayed to the management personnel in wastewater treatment plant through the Web server by the way of the Browser/Server, and the results of water permeability prediction and the membrane fouling early warning are displayed by the way of Client/Server;(2) data pretreatment of the running process: taking the membrane pool operation data as the research ...

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23-03-2017 дата публикации

Nebenstrombehandlung für Überlauf

Номер: DE112015002998T5

Ein System und Verfahren zur Abwasserbehandlung. In einer Ausführungsform beinhaltet das System einen Bioreaktor, der mit einer Abwasserquelle in Fluidverbindung steht und einen Auslass für behandeltes Abwasser aufweist, einen Festfilm-Bioreaktor, der mit der Abwasserquelle verbunden ist und einen Festfilmablaufauslass aufweist, und ein mit Ballast versehenes System, das mit dem Festfilmablaufauslass in Fluidverbindung steht. Das mit Ballast versehene System kann einen Ballastreaktortank beinhalten, der konfiguriert ist, um einen mit Ballast versehenen Ablauf bereitzustellen, und eine Ballastmaterialquelle, die mit einem Einlass des Ballastreaktortanks in Fluidverbindung steht. Das System kann ferner eine Bypassleitung, die einen mit der Abwasserquelle in Fluidverbindung stehenden Einlass, einen in Fluidverbindung mit dem mit Ballast versehenen System stehenden ersten Auslass und einen mit dem Festfilm-Bioreaktor in Fluidverbindung stehenden zweiten Auslass aufweist, beinhalten, wobei die ...

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02-12-2021 дата публикации

Denitrifikations- und Phosphorentfernungsvorrichtung für einen Batch-Reaktor SBR mit Doppelschlammsequenzierung

Номер: DE212021000108U9
Автор:
Принадлежит: UNIV GUIZHOU, GUIZHOU UNIVERSITY

Denitrifikations- und Phosphorentfernungsvorrichtung für einen Batch-Reaktor SBR mit Doppelschlammsequenzierung, dadurch gekennzeichnet, dass sie einen 1 #-Batch-Reaktor SBR1 mit Sequenzierung (2), einen 2 #-Batch-Reaktor SBR2 mit Sequenzierung (5), einen Nitrataustauscher (9) und eine COD/N/P-Überwachungs- und Steuervorrichtung (10) umfasst, wobei der 1 #-Batch-Reaktor SBR1 mit Sequenzierung (2) mit einer ersten Wasserzulaufpumpe (1) durch eine Rohrleitung verbunden ist und auch mit dem Nitrataustauscher (9) durch eine Rohrleitung verbunden ist, wobei die COD/N/P-Überwachungs- und Steuervorrichtung (10) zur Überwachung der COD/N/P-Konzentration des Zulaufwassers und zur Regulierung der COD/N/P-Konzentration in dem 1 #-Batch-Reaktor SBR1 mit Sequenzierung (2) verwendet wird, wobei der Nitrataustauscher (9) mit dem 1 #-Batch-Reaktor SBR1 mit Sequenzierung (2) durch eine dritte Wasserzulaufpumpe (7) verbunden ist und auch mit dem 2 #-Batch-Reaktor SBR2 mit Sequenzierung (5) durch eine zweite ...

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18-01-2017 дата публикации

Side stream treatment for overflow

Номер: GB0201620460D0
Автор:
Принадлежит:

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31-07-2013 дата публикации

Animal waste treatment

Номер: GB0201310798D0
Автор:
Принадлежит:

Подробнее
15-08-1995 дата публикации

PROCEDURE AND PLANT FOR THE TREATMENT OF LIQUID MANURE.

Номер: AT0000125239T
Принадлежит:

Подробнее
15-03-1986 дата публикации

EINRICHTUNG ZUR REINIGUNG VON ABWASSER

Номер: ATA65685A
Автор:
Принадлежит:

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15-07-1991 дата публикации

VORRICHTUNG ZUM AUFBEREITEN VON FLUESSIGKEITEN

Номер: ATA270988A
Автор:
Принадлежит:

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15-02-2011 дата публикации

DISKONTINUIERLICHES VERFAHREN ZUR ABWASSERREINIGUNG

Номер: AT0000508613A2
Автор:
Принадлежит:

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19-03-2015 дата публикации

Salt water pool chlorinator having a sensor

Номер: AU2013203786B8
Автор: MASTIIO EMMANUEL
Принадлежит:

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03-05-1993 дата публикации

METHOD OF CONTROLLING WASTEWATER PURIFICATION PLANTS USING MULTIPLE CONTROL FUNCTIONS

Номер: AU0002759792A
Принадлежит:

Подробнее
21-07-2016 дата публикации

Wastewater treatment apparatus, wastewater treatment method, wastewater treatment system, control device, control method, and program

Номер: AU2016204416A1
Принадлежит: Davies Collison Cave

A wastewater treatment apparatus comprising: an air diffusing unit that supplies gas to nitrogen containing water throughout substantially a whole area in a 5 flow direction of the nitrogen-containing water, so that ammonia contained in the nitrogen-containing water is nitrified to nitrate according to a flow of the nitrogen containing water in a reaction tank, and each desired proportion of nitrate is denitrified at each position along 10 the flow direction; a denitrification confirming unit provided at a first predetermined position in the flow direction of the nitrogen-containing water, to confirm whether a desired proportion of nitrate generated at the first predetermined 15 position has been denitrified; a nitrification confirming unit provided at a second predetermined position on a downstream side of the denitrification confirming unit along the flow direction of the nitrogen-containing water, to confirm whether a desired 20 proportion of ammonia has been nitrified; and a gas supply-amount ...

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15-04-2021 дата публикации

A METHOD FOR TREATMENT OF WASTEWATER FROM BEVERAGE/SOFT DRINK INDUSTRY BY MICROWAVE PHOTOLYTIC PROCESS

Номер: AU2021100370A4
Автор: SWAIN ANIL, Swain, Anil
Принадлежит:

The present disclosure relates to a method for treatment of wastewater from beverage/soft drink industry by microwave photolytic process. A rapid degradation and mineralization of the wastewater is observed within one hour of treatment time. The mineralization efficiency in terms of chemical oxygen demand removal is 78.7%, 81.0%, and 88.6%, respectively, in the system with MW and MW photolysis with one EDL and two EDL at a MW output power of 400W. Increase in MW power from 400W to 600W indicated 4%, 15.5%, and 8.9% increase in the mineralization efficiency of SDIW with the corresponding value of 82%, 95.9%, and 97.3%, respectively, in the three systems. The DO in various systems showed 1.2 to 1.4 mg/L variation during the treatment process. The MW with EDL systems shows higher reduction in DO than that of MW systems, owing to the higher rate of generation of powerful hydroxyl radical. G) C 1= *IZ w .0 ...

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04-11-2008 дата публикации

APPARATUS FOR AND METHOD OF DENITRIFYING WASTEWATER

Номер: CA0002602062A1
Принадлежит:

Disclosed is a method of denitrifying a solution including introducing into the solution an amount of a carbon source within a duration and at a frequency so that indigenous heterotrophic bacteria deplete dissolved oxygen in the solution and decompose oxygen from nitrate in the solution to obtain its combined oxygen. Related apparatuses and compounds also are disclosed.

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24-09-2015 дата публикации

WASTEWATER TREATMENT APPARATUS WITH DUAL-LEVEL CONTROL

Номер: CA0002941875A1
Принадлежит:

A dual-level control system for operating a wastewater treatment apparatus may include at least a primary level of control including a measurement of a process control variable to arrive at a dissolved oxygen (DO) set point and a primary mode of operating parameters including primary aeration chain timer and primary aeration chain grouping designed to achieve the DO set point when the DO set point falls within a predetermined range of values; and at least a secondary level of control to arrive at a secondary mode of operating parameters including secondary aeration chain timer and secondary aeration chain grouping designed to achieve a desired concentration of effluent total nitrogen when the DO set point either falls to or below a minimum value or rises to or above a maximum value. The process control variable may be, for example, an effluent concentration of NH3, N03, alkalinity, ORP, or a combination thereof. A wastewater treatment apparatus and a process of automatically operating a ...

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23-06-2015 дата публикации

BIOLOGICAL WATER TREATMENT BY ALTERNATING CONTINUOUS AND SEQUENTIAL AERATION

Номер: CA0002669866C

A water treatment method using a biological reactor to break down the nitrogen-based pollution contained in said water, said reactor comprising a biomass aerated by aeration means, said treatment comprising simultaneous nitrification/denitrification phases, characterized in that said treatment implements two aeration modes: a continuous aeration mode; a sequential aeration mode in which the aeration interruption is triggered when the ammonia concentration reaches a low predetermined threshold while the aeration is activated when the ammonia concentration reaches a high predetermined threshold, the switching from one aeration mode to the other being activated according to the nitrate concentration in said water, said continuous aeration mode being activated when said nitrate concentration reaches a low predetermined threshold, and said sequential aeration mode being activated when said nitrate concentration reaches a high predetermined threshold.

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24-07-2014 дата публикации

PROCESS FOR TREATING EFFLUENTS CONTAINING NITROGEN IN AMMONIUM FORM, AND EQUIPMENT FOR IMPLEMENTING THIS PROCESS

Номер: CA0002898405A1
Автор: GRAVELEAU LAURE
Принадлежит:

Procédé de traitement d'effluents contenant de l'azote sous forme d'ammonium, mettant en uvre un réacteur biologique séquentiel (1 ), selon lequel : un volume d'effluents à traiter dans un cycle complet est introduit dans le réacteur biologique en une ou plusieurs fractions volumiques successives, chaque fraction volumique étant traitée au cours d'un sous-cycle; chaque sous-cycle comprend une phase d'alimentation par une fraction volumique, et au moins une première étape aérée, au cours de laquelle a lieu une oxydation totale ou partielle de l'ammonium en nitrites par injection d'air ou d'oxygène dans l'effluent, une étape de décantation et de vidange ayant lieu après la fin du cycle complet; la masse en N-NH4 à traiter est déterminée à partir du volume d'effluents dans le réacteur en fin de phase d'alimentation, et de la différence entre la concentration initiale en N-NH4 dans le réacteur et une concentration souhaitée en fin de l'étape aérée, un temps maximum d'aération TM est dédié à ...

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31-01-2013 дата публикации

WASTEWATER TREATMENT PLANT ONLINE MONITORING AND CONTROL

Номер: CA0002842824A1
Принадлежит:

A method of operating a waste water treatment plant (WWTP) having at least one of an aerobic digester (AD) and a membrane bioreactor (MBR) is described. The method of operating AD is comprised of monitoring and controlling AD in real-time using an online extended Kalman filter (EKF) having a online dynamic model of AD. The EKF uses real-time AD measured data, and online dynamic model of AD to update adapted model parameters and estimate model based inferred variables for AD, which are used for AD control by AD control system having supervisory and low-level control layers. The method of operating MBR is similar to that of AD. The supervisory control ensures the WWTP satisfying the effluent quality requirement while minimize the operation cost. A WWTP having at least one of AD or MBR is disclosed. The method of operating a WWTP can be implemented using a computer.

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23-05-2013 дата публикации

USING CONTINUOUS NITRATE MEASUREMENT TO CONTROL AERATION IN AN AERATED-ANOXIC PROCESS

Номер: CA0002852298A1
Принадлежит:

A method and system for treating wastewater is disclosed. In one embodiment the method includes introducing the wastewater into an aerated anoxic treatment unit, flowing an oxygen containing gas into the wastewater in the aerated anoxic treatment unit at a first flow rate, measuring a concentration of a nitrogen species in the wastewater in the aerated anoxic treatment unit, comparing the measured concentration of the nitrogen species to a target nitrogen species concentration, adjusting the flow of the oxygen containing gas into the wastewater in the aerated anoxic treatment unit to a second flow rate in response to a difference in the nitrogen species and the target nitrogen species concentrations, and maintaining the second flow rate for a time period sufficient for the wastewater to be treated in the aerated anoxic treatment unit and form an anoxically treated liquid having a reduced concentration of the nitrogen species.

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09-08-2011 дата публикации

SEWAGE TREATMENT CONTROL DEVICE AND METHOD AND SEWAGE TREATMENT SYSTEM USING THE SAME

Номер: CA0002635446C

The present invention relates to a sewage treatment control device and method and a sewage treatment system using the same, it is possible to appreciate abnormality or not of a measured value that may occur when a sensor in a measuring unit is abnormally operated; it is possible to replace an expensive measuring unit with an inexpensive measuring unit and thus dramatically reduce the installation cost for the measuring units; the number of measuring units can be minimized to easily perform the maintenance; occurrence of failure can be minimized; and it is possible to safely and precisely control a sewage treatment process. To this end, the sewage treatment control device comprises measuring units having sensors for inspecting specific components in water, respectively; validity verification units connected to the measuring units to determine validities for measured component values, respectively; target value setting units connected to the validity verification units to set target values ...

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18-10-1992 дата публикации

METHOD AND APPARATUS FOR PROCESSING MANURE

Номер: CA0002066466A1
Принадлежит:

The invention relates to a method for processing manure, liquid manure and/or Kjeldahl-N containing waste water being subjected to a nitrification in an aerated reactor containing active sludge and to a denitrification in a high rate recirculation denitrification reactor (13) containing a very compact biomass capable of converting nitrate to nitrogen gas. The loading of the nitrification reactor (9) being controlled to obtain an optimal nitrification and denitrification, the effluent from the nitrification reactor (9) partially being passed to the recirculation denitrification reactor (13), adding a source of carbon to the effluent to be passed to the recirculation denitrification reactor (13) and passing another portion of the effluent stream from the nitrification reactor (9) to a separation step (19) to separate a sludge, the effluent from separation step (19) being passed to a discharge line denitrification reactor (37) under the addition of a carbon source if desired. The invention ...

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17-01-2013 дата публикации

In situ bioremediation of contaminated groundwater using electron acceptor salts

Номер: US20130015126A1
Принадлежит: Chevron USA Inc

A process is provided for bioremediating petroleum hydrocarbon contaminated groundwater by applying at least one electron acceptor salt to a ground surface overlying the contaminated groundwater. The process includes identifying characteristics of the aquifer, in which the contaminated groundwater is found, to enable treatment of aquifers at a range of depths below the ground surface.

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03-10-2013 дата публикации

Process for Treating Water by Nitritation-Denitration Comprising at Least One Aerated Step and One Step for Controlling the Oxygen Input During the Aerated STep

Номер: US20130256217A1
Принадлежит: Individual

A process for treating water that includes ammonium. The water is directed to a biological reactor and the quantity of nitrates formed in the reactor and the quantity of ammonium reduced in the reactor is determined. A ratio of the quantity of nitrates formed to the quantity of ammonium reduced is determined. Further, the percentage of ammonium reduced is also determined. The water in the biological reactor is aerated by injecting oxygen into the reactor where the amount of oxygen injected is a function of the ratio and the percentage of ammonium reduced in the reactor.

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16-01-2014 дата публикации

Combined Illuminator/Light Collectors For Optical Readers

Номер: US20140016344A1
Автор: James E. Clark
Принадлежит: STEP AHEAD INNOVATIONS Inc

Combined illuminator/light collectors (I/LCs) that provide measurement and/or reference light to a target and collect light from the target. One example of a use for a combined I/LC of the present disclosure is for an optic of an optical reader used to read one or more chemical indicators that undergo physical changes that can be optically detected. The combined I/LC includes a spot lensing designed and configured in conjunction with the target to provide spot illumination on the target from one or more light sources. A light collector collects light from the target resulting from the spot illumination. Some embodiments further include dispersive lensing to direct a portion of the light from each light source away from the spot illumination to keep that light from interfering with the spot illumination.

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03-01-2019 дата публикации

Process and apparatus for dosing nutrients to a bioreactor

Номер: US20190002318A1
Принадлежит: UOP LLC

The present invention relates to a control system for a bioreactor. More particularly, this invention relates to a process and apparatus for reading the characteristics of an industrial waste water stream and dosing amount of nutrients that play a key role to help the microorganisms in the bioreactor work efficiently to remove impurities from the industrial wastewater stream.

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03-01-2019 дата публикации

Multi-Parameter Water Analysis System with Analysis Application Updateable via a Cloud-Based Data Resource

Номер: US20190003976A1
Автор: Clark James E.
Принадлежит: STEP AHEAD INNOVATIONS, INC.

Multi-parameter water analysis system with a water parameter sensing device configured to wirelessly provide detector data and a smart phone displayable indicator of water analysis test results that are calculated by an analysis application that is updateable via a cloud-based data resource to account for a manufacturing change in indicator chemistry and/or an improvement in test result display. The water parameter sensing device includes an optical sensing apparatus configured to detect light from each of a plurality of indicators for different parameters when the indicator and a chemical parameter are exposed to each other, a processor to process information of the detected light, and wireless communication circuitry for communicating detector data based on the information about the detected light to a remote device. Social networking of water quality data allows sharing to other users. 1. A multi-parameter water analysis system comprising: an optical sensing apparatus configured to detect light produced by an interaction of a chemical parameter in the water and an indicator when the indicator and the chemical parameter are exposed to each other, the indicator selected by a user, the optical sensing apparatus capable of detecting light from a plurality of different user selectable indicators for different chemical parameters in water;', 'a processor in communication with the optical sensing apparatus for receiving information about the detected light, the processor configured to process information about the detected light for a plurality of different indicators; and', 'a wireless communication circuitry in electrical connectivity with the processor for wirelessly communicating detector data based on the information about the detected light from the water parameter sensing device to a remote device; and, 'a water parameter sensing device includinga mobile smart phone device configured to display test results for the chemical parameter to the user, the test results ...

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25-01-2018 дата публикации

Rotating Spray Device for Water Distribution on Media Bed of a Biofilter

Номер: US20180021722A1
Принадлежит: Evoqua Water Technologies LLC

A biofilter irrigation system comprises a cylindrical vessel having a central axis, a media bed positioned within the vessel, a spray head system positioned above the media bed, the spray head system comprising a central hub positioned at the central axis of the vessel, at least one arm extending distally from the central hub toward a wall of the vessel and configured to rotate about the central axis, and a plurality of nozzles connected to the at least one arm. The biofilter irrigation system further comprises a fluid outlet positioned below the media bed.

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28-01-2021 дата публикации

Wastewater Treatment Using Lagoons and Nitrification without Subsequent Clarification or Polishing

Номер: US20210024392A1
Принадлежит:

The disclosed lagoon biological treatment system helps existing wastewater treatment facilities meet stricter discharge permits mandated by the EPA utilizing a facility's existing wastewater treatment infrastructure. Influent is pumped into and processed in an aerated or non-aerated lagoon system, thus initially treating the wastewater to reduce BOD5 (Biochemical Oxygen Demand) and TSS (Total Suspended Solids) to approximately 20-30 mg/L. Then the wastewater is transferred to and processed in a nitrification reactor, where sufficient nitrifying bacteria is present to reduce nitrogen levels to regulation-acceptable levels without needing to regulate temperature of the water in the nitrification reactor. Wastewater may also be further processed in a denitrifying reactor if necessary to meet local requirement. Post-nitrification polishing of the wastewater is foregone. 1. A method for treating wastewater in a treatment system , comprising:introducing influent wastewater into a lagoon and allowing the wastewater to remain within the lagoon for a period of time to reduce biochemical oxygen demand (BOD5) and total suspended solids (TSS) levels within the wastewater;after the wastewater has sat for said period of time, transferring partially processed wastewater having reduced levels of BOD5 and TSS from the lagoon to a moving-bed nitrification reactor containing high-surface-area media providing about 2,000 square meters or more of surface area per cubic meter of media;aerating the wastewater within the moving-bed nitrification reactor by means of fine-bubble aeration;allowing ammonia levels within the wastewater held within the moving-bed nitrification reactor to be reduced through aerobic, bacterial-based nitrification using nitrifying bacteria that have colonized the high-surface-area media; anddischarging product fluid from the moving-bed nitrification reactor, the product fluid comprising wastewater that has been processed to reduce BOD5, TSS, and ammonia levels to ...

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05-02-2015 дата публикации

WASTEWATER TREATMENT PLANT ONLINE MONITORING AND CONTROL

Номер: US20150034553A1
Принадлежит: GENERAL ELECTRIC COMPANY

A method of operating a waste water treatment plant (WWTP) having at least one of an aerobic digester (AD) and a membrane bioreactor (MBR) is described. The method of operating AD is comprised of monitoring and controlling AD in real-time using an online extended Kalman filter (EKF) having a online dynamic model of AD. The EKF uses real-time AD measured data, and online dynamic model of AD to update adapted model parameters and estimate model based inferred variables for AD, which are used for AD control by AD control system having supervisory and low-level control layers. The method of operating MBR is similar to that of AD. The supervisory control ensures the WWTP satisfying the effluent quality requirement while minimize the operation cost. A WWTP having at least one of AD or MBR is disclosed. The method of operating a WWTP can be implemented using a computer. 1. A method of operating an anaerobic digester (AD) , comprising:providing an AD; providing an AD offline extended Kalman filter (EKF) having an offline dynamic model of said AD, providing an AD online EKF having an online dynamic model of said AD; wherein said offline and said online dynamic models of said AD are comprised of states, process material balances, energy balances, bio-chemical reaction kinetics, estimated parameters, and adapted model parameters; wherein said adapted model parameters are a subset of said estimated parameters;', 'providing historical operation data for said AD, wherein said historical operation data is comprised of historical measured input data, historical measured output data, and historical laboratory analysis data;', 'identifying said estimated parameters of said offline dynamic model of said AD using said AD offline EKF and said historical operation data for said AD;', 'importing said estimated parameters from said offline dynamic model of said AD into said online dynamic model of said AD;', 'providing real time operation data for said AD to said AD online EKF, wherein ...

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15-02-2018 дата публикации

SYSTEMS AND DEVICES FOR TREATING AND MONITORING WATER, WASTEWATER AND OTHER BIODEGRADABLE MATTER

Номер: US20180044210A1
Принадлежит: Cambrian Innovation, Inc.

The invention relates to bio-electrochemical systems for the generation of methane from organic material and for reducing chemical oxygen demand and nitrogenous waste through denitrification. The invention further relates to an electrode for use in, and a system for, the adaptive control of bio-electrochemical systems as well as a fuel cell. 1. A method for adaptively controlling an anaerobic reactor system comprising:adaptively controlling one or more parameters that effect an anaerobic reactor based on one or more measurements of reactor electrodes, wherein the electrodes comprise an anode and cathode and one, or both, of the electrodes is configured in proximity to at least one electrically active microbe, andwherein one of the parameters comprises a reactant loading rate.2. The method as in wherein the one or more parameters further comprise a temperature claim 1 , a voltage claim 1 , or a resistance and the one or more measurements comprise a current claim 1 , a voltage claim 1 , an internal resistance claim 1 , an activation voltage loss claim 1 , a concentration voltage loss claim 1 , or a fuel concentration.3. The method as in further comprising:adaptively controlling the measurement of one or more of the following: a temperature, a current, a voltage, an internal resistance, an activation voltage loss, a concentration voltage loss, and a fuel concentration; andadaptively controlling the one or more parameters based on the one or more measurements.4. The method as in wherein the anode electrode is configured in proximity to the at least one electrically active microbe.5. The method as in wherein the anaerobic reactor system comprises a bio-electrochemical system.6. The method as in wherein the anaerobic reactor system comprises a fuel cell.7. The method as in further comprising generating methane using the anaerobic reactor.8. The method as in wherein a reactant associated with the reactant loading rate comprises an organic waste consumed to generate methane ...

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31-03-2022 дата публикации

Methods for treating waste activated sludge

Номер: US20220098070A1

A method of treating waste activated sludge. More specifically, the disclosure concerns treating waste activated sludge by a membrane aerated sludge digester to reduce of volatile soluble solids (VSS) concentration in the sludge to obtain aerobically treated sludge.

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25-03-2021 дата публикации

Side Stream Treatment for Overflow

Номер: US20210087086A1
Принадлежит: Evoqua Water Technologies LLC

A system and method of treating wastewater. In one embodiment, the system comprises a biological reactor fluidly connected to a source of wastewater and having a treated wastewater outlet, a fixed film biological reactor connected to the source of wastewater and having a fixed film effluent outlet, and a ballasted system fluidly connected to the fixed film effluent outlet. The ballasted system may comprise a ballast reactor tank configured to provide a ballasted effluent, and a source of ballast material fluidly connected to an inlet of the ballast reactor tank. The system may further comprise a bypass line having an inlet fluidly connected to the source of wastewater, a first outlet fluidly connected to the ballasted system, and a second outlet fluidly connected to the fixed film biological reactor, the bypass line configured to bypass the fixed film biological reactor. 1. A system for treating wastewater , comprising:a biological reactor fluidly connected to a source of wastewater and having a treated wastewater outlet;a fixed film biological reactor connected to the source of wastewater and having a fixed film effluent outlet; a ballast reactor tank configured to provide a ballasted effluent; and', 'a source of ballast material fluidly connected to an inlet of the ballast reactor tank; and, 'a ballasted system fluidly connected to the fixed film effluent outlet, the ballasted system comprisinga bypass line having an inlet fluidly connected to the source of wastewater, a first outlet fluidly connected to the ballasted system, and a second outlet fluidly connected to the fixed film biological reactor, the bypass line configured to bypass the fixed film biological reactor.2. The system of claim 1 , wherein the ballast material is magnetic.3. The system of claim 2 , wherein the ballast material is magnetite.4. The system of claim 1 , further comprising a source of flocculant fluidly connected to an inlet of the ballast reactor tank.5. The system of claim 1 , further ...

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19-03-2020 дата публикации

CONTROLLED SIMULTANEOUS NITRIFICATION AND DENITRIFICATION IN WASTEWATER TREATMENT

Номер: US20200087181A1
Принадлежит:

A process for controlling the aeration rate during the aerobic phase of a wastewater treatment process is disclosed, which comprises: (a) measuring at moment tthe ammonium concentration [NH]and nitrogen oxide concentration [NO]in a mixture of wastewater and microbial sludge; (b) determining a nitrogen oxide target concentration [NO]at the end of the aerobic phase based on at least the current ammonium concentration [NH]and the current NOconcentration [NO]; (c) determining a setpoint [NO]based on interpolation between [NO]and [NO]; (d) adjusting the aeration rate to minimise error between [NO]and [NO]; and (e) repeating steps (a) to (d) at further moments t. The invention further concerns a process for the treatment of wastewater, using the process. 1. A process for controlling the aeration rate during the aerobic phase of a wastewater treatment process , comprising:{'sub': 1', '4', '1', 'x', '1, '(a) measuring at moment tthe ammonium concentration [NH]and nitrogen oxide concentration [NO]in a mixture of wastewater and microbial sludge that is being aerated;'}{'sub': x', '1', '4', '1', 'x', 'x', '1, 'sup': F', '+, '(b) determining a nitrogen oxide target concentration [NO]at the end of the aerobic phase based on at least the current ammonium concentration [NH]and the current NOconcentration [NO];'}{'sub': x', '1', 'x', '1', 'x', '1, 'sup': SP', 'F, '(c) determining a setpoint [NO]based on interpolation between [NO]and [NO];'}{'sub': x', '1', 'x', '1, 'sup': 'SP', '(d) adjusting the aeration rate to minimise the error between [NO]and [NO]; and'}{'sub': 'i', '(e) repeating steps (a) to (d) at further moments t.'}2. The process according to claim 1 , wherein the wastewater treatment process is a batch-wise or a continuous wastewater treatment process.3. The process according to claim 2 , wherein the wastewater treatment process is a batch-wise wastewater treatment process.4. The process according to claim 1 , wherein steps (a) to (d) are repeated at intervals Dt.5. The ...

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28-03-2019 дата публикации

DATA OUTPUT FOR HIGH FREQUENCY DOMAIN

Номер: US20190090499A1
Принадлежит:

A system includes memory banks that store data and a data path coupled to the memory banks that transfers the data. The system also includes a latch that gates the data path based on a clock signal in the system. The system further includes interface circuitry coupled to the data path that sends an instruction to the memory banks to transmit the data on the data path in response to receiving a first rising edge of the clock signal. The interface circuitry also outputs gated data in response to receiving a second rising edge of the clock signal. The latch gates the data path to store the gated data in response to receiving a falling edge of the clock signal. 1. An apparatus comprising:one or more memory banks configured to store data;a data path coupled to the one or more memory banks and configured to transfer the data;a latch configured to gate the data path based on a clock signal in the system; and send an instruction to the one or more memory banks to transmit the data on the data path based on the clock signal; and', 'output gated data based on the clock signal, wherein the latch is configured to gate the data path to store the gated data based on the clock signal., 'interface circuitry coupled to the data path, wherein the interface circuitry is configured to2. The apparatus of claim 1 , wherein the interface circuitry is configured to send the instruction in response to receiving a first rising edge of the clock signal.3. The apparatus of claim 1 , wherein the interface circuitry is configured to output the gated data in response to receiving a second rising edge of the clock signal.4. The apparatus of claim 1 , wherein the latch is configured to gate the data path to store the gated data in response to receiving a falling edge of the clock signal.5. The apparatus of claim 1 , wherein the interface circuitry is configured to:send a second instruction to the one or more memory banks to transmit second data on the data path based on an inverted clock signal; ...

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21-04-2016 дата публикации

Orbital wastewater treatment system and method of operating same

Номер: US20160107909A1
Принадлежит: Ovivo Inc

An orbital wastewater treatment system includes a tank assembly, at least one impeller, at least one flow-diversion mechanism, at least one actuator, optionally at least one sensor disposed in the tank assembly, and a control unit. The tank assembly has three treatment zones and pairs of passages between the first zone and the second zone and between the second zone and the third zone. The impeller disposed in the tank assembly moves mixed liquor under process about the tank assembly. Multiple flow-diversion mechanisms disposed at the passages between the zones of each pair control process conditions pursuant to a predetermined schedule and/or at least partially in accordance with input from the one or more sensors.

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25-08-2022 дата публикации

Intelligent Detection System of Effluent Total Nitrogen based on Fuzzy Transfer Learning Algorithm

Номер: US20220267169A1
Принадлежит: BEIJING UNIVERSITY OF TECHNOLOGY

An intelligent detection system of effluent total nitrogen (TN) based on fuzzy transfer learning algorithm belongs to the field of intelligent detection technology. To detect the TN concentration, the artificial neural network can be used to model wastewater treatment process due to the nonlinear approximation ability and learning ability. However, wastewater treatment process has the characteristic of time-varying dynamics and external disturbance, artificial neural network prediction method cannot acquire sufficient data to ensure the accuracy of TN prediction, and data loss and data deficiency will make the prediction model invalid. The invention proposed an intelligent detection system of effluent total nitrogen based on fuzzy transfer learning algorithm; the proposed system contains several functional modules, including detection instrument, data acquisition, data storage and TN prediction. For the TN prediction module, the fuzzy transfer learning algorithm build the fuzzy neural network based intelligent prediction model, which the parameters are adjusted by the transfer learning method.

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09-05-2019 дата публикации

SYSTEMS AND METHODS FOR AUTOMATED CONTROL OF MIXING AND AERATION IN TREATMENT PROCESSES

Номер: US20190135665A1
Принадлежит:

A system and method for automatically controlling aeration and mixing processes are disclosed. 1. A system for automatically controlling a mixing process based upon at least one dynamically-measured parameter , comprising:a probe for dynamically measuring at least one parameter of a substance,a control panel in communication with the probe, wherein the control panel receives data from the probe representing the measurement of the at least one parameter,a programmable logic controller in communication with the control panel, anda mixer in communication with the control panel, wherein the mixer is connected to a source of pressurized gas and is configured to release bursts of pressurized gas into the substance when activated,wherein the system is configured to activate the mixer upon measurement of a first mixing parameter characteristic of a dynamically-measured parameter and to deactivate the mixer upon measurement of a second mixing parameter characteristic of a dynamically-measured parameter.2. The system of wherein the substance is wastewater that is stored in a containment unit.3. The system of wherein the mixer comprises a nozzle in connection with a source of pressurized gas claim 1 , wherein the nozzle comprises a fluid passage having a plurality of outlets claim 1 , and wherein the fluid passage is configured to release pressurized gas from the outlets in intermittent bursts to mix the wastewater.4. The system of further comprising at least one secondary first mixing parameter characteristic and at least one secondary second mixing parameter characteristic claim 1 , wherein in response to detection or calculation of the secondary first mixing parameter characteristic the mixer is activated claim 1 , and wherein claim 1 , in response to detection or calculation of a secondary mixing parameter characteristic claim 1 , the mixer is deactivated.5. The system of further comprising a second probe for dynamically measuring at least one second parameter of the ...

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01-06-2017 дата публикации

SYSTEMS AND METHODS FOR AUTOMATED CONTROL OF MIXING AND AERATION IN TREATMENT PROCESSES

Номер: US20170152167A1
Принадлежит:

A system and method for automatically controlling aeration and mixing processes are disclosed. 1. A system for automatically controlling a mixing process based upon at least one dynamically-measured parameter , comprising:a probe for dynamically measuring at least one parameter of a substance,a control panel in communication with the probe, wherein the control panel receives data from the probe representing the measurement of the at least one parameter,a programmable logic controller in communication with the control panel, anda mixer in communication with the control panel,wherein the system is configured to activate the mixer upon measurement of a first mixing parameter characteristic of a dynamically-measured parameter and to deactivate the mixer upon measurement of a second mixing parameter characteristic of a dynamically-measured parameter.2. The system of wherein the substance is wastewater that is stored in a containment unit.3. The system of wherein the mixer comprises a nozzle in connection with a source of pressurized gas claim 1 , wherein the nozzle comprises a fluid passage having a plurality of outlets claim 1 , and wherein the fluid passage is configured to release pressurized gas from the outlets in intermittent bursts to mix the wastewater.4. The system of further comprising at least one secondary first mixing parameter characteristic and at least one secondary second mixing parameter characteristic claim 1 , wherein in response to detection or calculation of the secondary first mixing parameter characteristic the mixer is activated claim 1 , and wherein claim 1 , in response to detection or calculation of a secondary mixing parameter characteristic claim 1 , the mixer is deactivated.5. The system of further comprising a second probe for dynamically measuring at least one second parameter of the substance.6. The system of wherein the dynamically-measured parameters measured by the probe and the system's historical cycle data are stored by the control ...

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14-05-2020 дата публикации

Device for uv-led liquid monitoring and treatment

Номер: US20200146306A1
Принадлежит: Larq Inc

A liquid treatment device includes a base with a power source, a UV-LED module for providing UV-B or UV-C light to liquid, an LED for providing visible light, and a processor for selectively powering the UV-LED module and the LED, and having a UV transmissive material above the UV-LED module for allowing the UV-B or UV-C band light from the UV-LED module to be transmitted from the base housing, and a liquid storage housing removably coupled to the base housing with a storage portion configured to hold liquid and having a bottom portion comprising a UV transmissive material for allowing the UV-B or UV-C band light from the UV-LED module to be transmitted into the liquid, and an output coupled for restricting outflow of the liquid from the storage portion.

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29-09-2022 дата публикации

SYSTEMS AND METHODS FOR AUTOMATED CONTROL OF MIXING AND AERATION IN TREATMENT PROCESSES

Номер: US20220306502A1
Принадлежит:

A system and method for automatically controlling aeration and mixing processes are disclosed. 1. A system for automatically controlling a mixing process based upon at least one dynamically-measured parameter , comprising:a probe for dynamically measuring at least one parameter of a substance,a control panel in communication with the probe, wherein the control panel receives data from the probe representing the measurement of the at least one parameter,a programmable logic controller in communication with the control panel, anda mixer in communication with the control panel,wherein the system is configured to activate the mixer upon measurement of a first mixing parameter characteristic of a dynamically-measured parameter and to deactivate the mixer upon measurement of a second mixing parameter characteristic of a dynamically-measured parameter.2. The system of wherein the substance is wastewater that is stored in a containment unit.3. The system of wherein the mixer comprises a nozzle in connection with a source of pressurized gas claim 1 , wherein the nozzle comprises a fluid passage having a plurality of outlets claim 1 , and wherein the fluid passage is configured to release pressurized gas from the outlets in intermittent bursts to mix the wastewater.4. The system of further comprising at least one secondary first mixing parameter characteristic and at least one secondary second mixing parameter characteristic claim 1 , wherein in response to detection or calculation of the secondary first mixing parameter characteristic the mixer is activated claim 1 , and wherein claim 1 , in response to detection or calculation of a secondary mixing parameter characteristic claim 1 , the mixer is deactivated.5. The system of further comprising a second probe for dynamically measuring at least one second parameter of the substance.6. The system of wherein the dynamically-measured parameters measured by the probe and the system's historical cycle data are stored by the control ...

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06-07-2017 дата публикации

DEVICE FOR UV-LED LIQUID MONITORING AND TREATMENT

Номер: US20170190598A1
Принадлежит:

A treatment device includes a base having a battery, a UV-LED for providing UV-C light during a UV sterilization process, LEDs for providing visible light during the UV sterilization process, and a controller for initiating the UV sterilization process, a translucent ring on the base for receiving the visible light from the LEDs and outputting it to the user, a first coupling structure on the base, a UV transmissive material above the UV-LED module, and a water storage removably coupled to the base having a sidewall structure for confining water, a second coupling structure below the sidewall structure for coupling with the first coupling structure to thereby create a water-tight seal between the water storage and the base, and a translucent material disposed upon the top opening of the water storage for receiving the visible light from the LEDs and outputting it to the user. 1. A water treatment device comprises: a power source;', 'a UV-LED module electrically coupled to the power source, wherein the UV-LED module is configured to provide UV-C band light;', 'a plurality of LEDs electrically coupled to the power source, wherein the plurality of LEDs are configured to provide visible light; and', 'a processor electrically coupled to the power source, the UV-LED module, and to the plurality of LEDs, wherein the processor is configured to specify parameters for power from the power source to the UV-LED module to the power source, wherein the processor is configured to specify parameters for power from the power source to the plurality of LEDs;, 'a base housing comprisinga visual indicator portion disposed on a first top portion the base housing and optically coupled to the plurality of LEDs, wherein the visual indicator portion is configured to receive the visible light from the plurality of LEDs and is configured to provide at least a portion of the visible light outwards in a radial direction;a first physical coupling structure disposed on a second top portion of the ...

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06-08-2015 дата публикации

Method and Apparatus for Monitoring and Controlling Ozonation and Aerated Filtration Using UV and Visible Spectral Measurement and Oxidation Reduction Potential

Номер: US20150218011A1
Принадлежит: Xyelm Water Solutions Zelienople LLC

The present invention relates to a method and system for monitoring and controlling the process train of ozonation and biologically aerated filtration used in water and wastewater treatment. The process monitoring and control can be achieved by online measurement of UV/Vis absorption at one or multiple wavelengths and oxidation/reduction potential values which are compared to predetermined UV absorption and oxidation/reduction values. The air and ozone dosage of the effluent are then adjusted based on the measured values of UV/Vis absorption and oxidation/reduction potential of the effluent. 1. A method for monitoring and controlling the process train of air and ozone dosage used in water and wastewater treatment comprising the following steps:(a) obtaining an online measurement of the UV absorption of an effluent;(b) comparing the UV absorption measured for the effluent with a predetermined UV absorption value stored in a microprocessor;(c) obtaining an online measurement of the oxidation/reduction potential of the effluent;(d) comparing the oxidation/reduction potential measured for the effluent with a predetermined oxidation/reduction potential value stored in the microprocessor; and i. reduce the air flow rate when the measurement of the UV absorption is lower than the predetermined UV absorption and the measurement of the oxidation/reduction potential is higher than the predetermined oxidation/reduction potential;', 'ii. reduce the ozone dosage when the measurement of the UV absorption is lower than the predetermined UV value and the measurement of the oxidation/reduction potential is lower than or equal to the predetermined oxidation/reduction potential;', 'iii. increase the ozone dosage when the measurement of the UV absorption is higher than the predetermined UV value and the measurement of the oxidation/reduction potential is higher than or equal to the predetermined oxidation/reduction potential; and', 'iv. increase the air flow rate when the measurement ...

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04-07-2019 дата публикации

Novel Membrane Aeration Anaerobic Granular Sludge Reactor and Efficient Nitrogen Removal and Greenhouse Gas Emission Reduction Method Thereof

Номер: US20190202722A1
Принадлежит: Harbin Institute of Technology

The present invention discloses a novel membrane aerated anaerobic granular sludge reactor, belonging to the technical field of wastewater treatment. The reactor solves the problems of low solubility of gas substances in an aqueous solution, large gas-liquid mass transfer resistance and low mass transfer rate. The top of a reactor body is provided with a water outlet, and the middle side wall of the reactor body is provided with a middle water outlet; the middle water outlet of the reactor body is connected with a water inlet of a membrane module; a water outlet of the membrane module is connected with a bottom water inlet of the reactor body through a circulating pump, a water inlet is connected with the bottom water inlet of the reactor body through a feed pump, a high pressure gas cylinder outputs high pressure gas to the membrane module, and a gas pressure regulating valve is arranged between the high pressure gas cylinder and the membrane module. The novel membrane aerated anaerobic granular sludge reactor improves the content of a gas substrate therein, and shortens the formation time of granular sludge. The method for efficient nitrogen removal and greenhouse gas mitigation has higher nitrate and ammonia removal rates and a higher dissolved methane removal rate within a shorter time.

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10-08-2017 дата публикации

SEQUENCING BATCH FACILITY AND METHOD FOR REDUCING THE NITROGEN CONTENT IN WASTE WATER

Номер: US20170225988A1
Принадлежит: SUEZ INTERNATIONAL

A method for treating effluents containing nitrogen in the form of ammonium, implementing chemical reactions for oxidizing and reducing the nitrogen in a sequencing batch reactor, the method including: introducing a volume of effluents to be treated into the reactor, injecting oxygen or air into the reactor for partial oxidation of the ammonium into nitrites and/or nitrates, interrupting the injection of oxygen or air, thus producing gaseous nitrogen, depositing the sludge at the bottom of the reactor and clarifying the content of the reactor close to the surface of same, discharging a clarified fraction of the content of the reactor. The draining and feeding steps occur simultaneously. During the feeding step, the volume of effluents is introduced close to the bottom of the reactor. During the draining step, the clarified fraction of the content of the reactor is discharged close to the surface of the content of the reactor. 2. The process according to claim 1 , wherein the volume of effluents to be treated is introduced into the sludge bed.311. The process according to claim 1 , wherein the volume of effluents to be treated is introduced via an injection directed toward a bottom of the reactor () so as to generate turbulences in the sludge bed found at the bottom of the reactor ().44. The process according to claim 1 , wherein the volume of effluents to be treated is introduced through at least one feed tube () that is perforated with holes oriented toward the bottom of the reactor.51. The process according to claim 4 , wherein said holes are provided with baffles claim 4 , each hole being capable of giving rise to turbulences over substantially 10 mof the bottom of the reactor ().6240321324240. The process according to claim 1 , wherein the feed step () and draining step () are stopped when the sludge bed expands above a reference level () in the reactor () claim 1 , the reference level () being chosen at a predetermined distance below an evacuation level () ...

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09-09-2021 дата публикации

METHOD FOR OPTIMIZATION OF FILTRATION IN AN AQUACULTURE SYSTEM

Номер: US20210274758A1
Принадлежит:

A method for optimizing filtration in an aquaculture system. The method for optimizing filtration includes, taking at least one sample of matter from an aquaculture system, defining at least one predetermined characteristic to test the sample of matter for, testing the at least one sample of matter, determining if the at least one predetermined characteristic is present within the sample, modifying resource distribution within the aquaculture system, taking at least two samples of matter within the aquaculture system, re-defining at least one predetermined characteristic to test the at least two samples of matter for, testing the at least two samples of matter, determining if the re-defined at least one predetermined characteristic is present within the at least two samples of matter and ensuring the filtration system will retain a state of optimization. 1. A method for optimizing a filtration system within an aquaculture system comprising:taking at least one sample of matter from at least one interworking of the aquaculture system;defining at least a first predetermined characteristic the at least one sample of matter will be tested for;testing the at least one sample of matter to determine if the at least a first predetermined characteristic is present in the at least one sample of matter;determining if the at least a first predetermined characteristic is present in the at least one sample of matter;modifying resource distribution within the aquaculture system dependent on determining if the at least a first predetermined characteristic is present in the at least one sample of matter;taking at least two samples of matter from at least two interworkings of the aquaculture system;defining a at least a second predetermined characteristic the at least two samples of matter will be tested for;testing the at least two samples of matter to determine if the at least a second predetermined characteristic is present in the at least two samples of matter;determining if the ...

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23-07-2020 дата публикации

INTELLIGENT SYSTEMS AND METHODS FOR PROCESS AND ASSET HEALTH DIAGNOSIS, ANOMOLY DETECTION AND CONTROL IN WASTEWATER TREATMENT PLANTS OR DRINKING WATER PLANTS

Номер: US20200231466A1
Принадлежит:

Described herein are systems and methods of analyzing data acquired from a water plant, both historical and in real-time, making determinations about process and asset health diagnosis and anomaly detection using advanced techniques, and controlling the plant and/or providing alerts based on such determinations. 1. A method of intelligent water plant health diagnosis anomaly detection and control comprising:acquiring data from a water plant;analyzing the acquired data to make a health diagnosis or anomaly detection for the water plant; andtaking one or more actions based on the health diagnosis or anomaly detection for the water plant,wherein analyzing the acquired data to make the health diagnosis or anomaly detection for the water plant comprises applying one or more diagnosis methodologies to the acquired data, wherein the one or more diagnosis methodologies comprise one or more of supervised learning, unsupervised learning, cross validation with simulated model, data driven model, anomaly detection, and risk pattern recognition.2. (canceled)3. (canceled)4. (canceled)5. (canceled)6. The method of claim 1 , wherein the supervised learning diagnosis methodology comprises a machine learning task of inferring a function from labeled training data claim 1 ,wherein the supervised learning diagnosis methodology is implemented to determine or predict plant health in daily operation,wherein the supervised learning diagnosis methodology learns diagnosis rules from historical events including both local site and global cases from a data center, human experience, or simulated scenarios once they are digitalized into dataset, andwherein the supervised learning diagnosis methodology includes one or more of decision tree, Gradient Boosting Decision Tree (GBDT)/Gradient Boosting Decision Tree (GBRT)/Multiple Addition Regression Tree (MART), Artificial Neural Network, Convolutional Neural Network (CNN), Recurrent Neural Network (RNN), Long Short Term Memory (LSTM), Gated ...

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31-08-2017 дата публикации

Side Stream Treatment for Overflow

Номер: US20170247274A1
Принадлежит:

A system and method of treating wastewater. In one embodiment, the system comprises a biological reactor fluidly connected to a source of wastewater and having a treated wastewater outlet, a fixed film biological reactor connected to the source of wastewater and having a fixed film effluent outlet, and a ballasted system fluidly connected to the fixed film effluent outlet. The ballasted system may comprise a ballast reactor tank configured to provide a ballasted effluent, and a source of ballast material fluidly connected to an inlet of the ballast reactor tank. The system may further comprise a bypass line having an inlet fluidly connected to the source of wastewater, a first outlet fluidly connected to the ballasted system, and a second outlet fluidly connected to the fixed film biological reactor, the bypass line configured to bypass the fixed film biological reactor. 1. A system for treating wastewater , comprising:a biological reactor fluidly connected to a source of wastewater and having a treated wastewater outlet;a fixed film biological reactor connected to the source of wastewater and having a fixed film effluent outlet; a ballast reactor tank configured to provide a ballasted effluent; and', 'a source of ballast material fluidly connected to an inlet of the ballast reactor tank; and, 'a ballasted system fluidly connected to the fixed film effluent outlet, the ballasted system comprisinga bypass line having an inlet fluidly connected to the source of wastewater, a first outlet fluidly connected to the ballasted system, and a second outlet fluidly connected to the fixed film biological reactor, the bypass line configured to bypass the fixed film biological reactor.2. The system of claim 1 , wherein the ballast material is magnetic.3. The system of claim 2 , wherein the ballast material is magnetite.4. The system of claim 1 , further comprising a source of flocculant fluidly connected to an inlet of the ballast reactor tank.5. The system of claim 1 , further ...

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27-11-2014 дата публикации

Desalting Salty Sludge System and Method

Номер: US20140346125A1
Принадлежит:

A system and method of desalting salty sludge is provided. The method includes providing a salty sludge; processing the salty sludge to increase its surface area; adding water to the salty sludge to make a sludge slurry and to wash the salty sludge; removing and purifying degraded water from the sludge slurry, and recirculating purified water into the sludge slurry; separating a liquid phase and a solid phase of the sludge slurry and purifying the liquid phase; identifying a salt concentration in the solid phase and comparing the salt concentration to a desired value; and adding water to the solid phase if the salt concentration is greater than the desired value. 1. A method of desalting salty sludge , the method comprising:providing a salty sludge;processing the salty sludge to increase its surface area;adding water to the salty sludge to form a sludge slurry and to wash the salty sludge;removing and purifying degraded water from the sludge slurry and recirculating purified water into the sludge slurry;separating a liquid phase and a solid phase of the sludge slurry and purifying the liquid phase;identifying a salt concentration in the solid phase and comparing the salt concentration to a desired value; andadding water to the solid phase if the salt concentration is greater than the desired value.2. The method of further comprising the step of obtaining the salty sludge from a marine aquaculture recirculating system.3. The method of further comprising the step of obtaining the salty sludge from one of a seafood processing facility and infertile soil due to sea water immersion.4. The method of further comprising the step of substantially completely eliminating waste in the degraded water.5. The method of further comprising the step of completely eliminating at least one of salt (Na) claim 4 , ammonia (NH) claim 4 , nitrogen oxide (NO) claim 4 , nitrate (NO) claim 4 , dissolved solid (DS) claim 4 , Biochemical Oxygen Demand (BOD) claim 4 , phosphate (PO) claim 4 , ...

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24-09-2015 дата публикации

WASTEWATER TREATMENT APPARATUS WITH DUAL-LEVEL CONTROL

Номер: US20150266759A1
Автор: MORGAN Charles R.
Принадлежит: Parkson Corporation

A dual-level control system for operating a wastewater treatment apparatus may include at least a primary level of control including a measurement of a process control variable to arrive at a dissolved oxygen (DO) set point and a primary mode of operating parameters including primary aeration chain timer and primary aeration chain grouping designed to achieve the DO set point when the DO set point falls within a predetermined range of values; and at least a secondary level of control to arrive at a secondary mode of operating parameters including secondary aeration chain timer and secondary aeration chain grouping designed to achieve a desired concentration of effluent total nitrogen when the DO set point either falls to or below a minimum value or rises to or above a maximum value. The process control variable may be, for example, an effluent concentration of NH, NO, alkalinity, ORP, or a combination thereof. 1. A dual-level control system for operating a wastewater treatment apparatus comprising:at least a primary level of control including a measurement of a process control variable to arrive at a dissolved oxygen (DO) set point and a primary mode of operating parameters including primary aeration chain timer and primary aeration chain grouping designed to achieve the DO set point when the DO set point falls within a predetermined range of values; andat least a secondary level of control to arrive at a secondary mode of operating parameters including secondary aeration chain timer and secondary aeration chain grouping designed to achieve a desired concentration of effluent total nitrogen when the DO set point either falls to or below a minimum value or rises to or above a maximum value.2. The dual-level control system of in which the process control variable is a measurement of a concentration of effluent ammonia (NH) claim 1 , a concentration of effluent nitrate (NO) claim 1 , a concentration of effluent alkalinity claim 1 , a concentration of effluent oxidation ...

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20-08-2020 дата публикации

Treatment of wastewater

Номер: US20200262726A1
Принадлежит: Danmarks Tekniskie Universitet, Kruger AS

The present invention provides a method of treating wastewater in a wastewater system. The wastewater system comprises a treatment plant comprising a treatment space and a sewer system comprising a sewer space. The treatment plant further comprises a treatment inlet for supplying wastewater to the treatment system from the sewer system. The method comprises the step of: providing a treatment parameter being significant for purification of wastewater in the treatment plant, determining an actual spare plant capacity indicating an amount of wastewater which can be supplied to the treatment space, and determining an actual spare wastewater storage volume indicating an amount of wastewater which can be retained in the sewer space. The amount of wastewater supplied through the treatment inlet to the treatment plant is varied based on the treatment parameter, the actual spare plant capacity, and the actual spare wastewater storage volume.

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23-12-2021 дата публикации

Data-knowledge driven optimal control method for municipal wastewater treatment process

Номер: US20210395120A1
Принадлежит:

A data-knowledge driven multi-objective optimal control method for municipal wastewater treatment process belongs to the field of wastewater treatment. To balance the energy consumption and effluent quality, a data driven multi-objective optimization model, including energy consumption model and effluent quality model are established to obtain the nonlinear relationship along energy consumption, effluent quality and manipulated variables. Meanwhile, a multi-objective particle swarm optimization algorithm, based on evolutionary knowledge, is proposed to optimize the set-points of nitrate nitrogen and dissolved oxygen. Moreover, the proportional integral differential (PID) controller is designed to track the set-points. Then the effluent quality can be improved and the energy consumption can be reduced. 1(1) establish data-driven multi-objective optimization model: {'br': None, 'i': F', 't', 't', 't, 'sub': 1', '2, 'min ()=[ƒ(),ƒ()]\u2003\u2003(1)'}, 'I. taking energy consumption and effluent quality as objectives, a multi-objective optimization model is established for municipal wastewater treatment process.'}{'sub': 1', '2, 'where F(t) is the multi-objective optimization model of municipal wastewater treatment process at time t, ƒ(t) is energy consumption at time t, ƒ(t) is effluent quality at time t;'}II. data-driven energy consumption and effluent quality models are established as. A data-knowledge driven optimal control method of municipal wastewater treatment process, comprising obtaining optimal set-points of manipulated variables and tracking the manipulated variables to improve effluent quality and reduce energy consumption, the method comprising the following technical scheme and implementation steps:{'sub': 1', '1', '2', '2', '10', '20', '1i', '2i', '1i', '2i, 'where Iis a number of radial basis kernel functions of the energy consumption model, I∈[3, 30], Iis a number of radial basis kernel functions of the effluent quality model, I∈[3, 30], W(t) is an ...

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27-10-2016 дата публикации

METHOD AND APPARATUS FOR MAXIMIZING NITROGEN REMOVAL IN WASTEWATER

Номер: US20160311713A1
Принадлежит:

A reactor and control method thereof to maximize nitrogen removal and minimize aeration requirement through control of transient anoxia and aerobic SRT, repression of NOB, and control of dynamic DO concentrations or aeration interval by keeping the reactor NHand NO concentrations approximately equal has been proposed. Controls described in this invention maximizes the potential for TIN removal through nitrification, limited nitritation, nitritation, denitrification, limited denitritation, denitritation making use of 1) real time measurement of ammonia, nitrite, nitrate, 2) operational DO and the proper use of DO setpoints, and 3) proper implementation of transient anoxia within a wide range of reactor configurations and operating conditions. 110-. (canceled)11. A method of removing nitrogen from wastewaters in a reactor comprising: a. oxidizing a fraction of an influent ammonia load to produce nitrite and nitrate , wherein the oxidation is conducted by providing an amount of aeration that is sufficient to oxidize only a fraction of the influent ammonia for which there is a sufficient amount of chemical oxygen demand (COD) in the reactor that will subsequently reduce the oxidized nitrogen species; b. measuring a concentration of ammonia , a concentration of nitrite and a concentration of nitrate in the reactor in real time; and c. controlling a concentration of dissolved oxygen (DO) supplied to the reactor , and/or a frequency at which aeration occurs in the reactor , based on a ratio of the [concentration of ammonia] to a [sum of the concentrations of nitrite and nitrate].12. The method of claim 11 , wherein the concentration of dissolved oxygen supplied to the reactor and/or the frequency at which aeration occurs in the reactor is increased if the ratio of the [concentration of ammonia] to the [sum of the concentrations of nitrite and nitrate] is greater than 1.13. The method of claim 11 , wherein the concentration of dissolved oxygen supplied to the reactor and/or ...

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10-10-2019 дата публикации

METHOD FOR ESTABLISHING A WASTEWATER BIOREACTOR ENVIRONMENT

Номер: US20190308895A1
Принадлежит: Craig Technical Consulting, Inc.

A method for establishing a wastewater bioreactor environment including the step of introducing a modified polydimethylsilaxone fiber to a bioreactor tank of a membrane aerated bioreactor. 1. A method for establishing a wastewater bioreactor environment comprising the step of:obtaining a membrane aerated bioreactor comprising a bioreactor tank;obtaining a polydimethylsilaxone fiber; andintroducing the polydimethylsilaxone fiber to the bioreactor tank.2. The method of wherein the modified polydimethylsilaxone fiber is hollow.3. The method of further comprising the step of:mechanically abrading the polydimethylsilaxone fiber prior to introducing it to the bioreactor tank.4. The method of further comprising the step of:etching the polydimethylsilaxone fiber prior to introducing it to the bioreactor tank.5. The method of wherein the etching is performed using one or more of hydrofluoric acid claim 4 , sulfuric acid claim 4 , sodium-based solution claim 4 , or hydrogen peroxide.6. The method of further comprising the step of:coating a polydimethylsilaxone fiber to create the modified polydimethylsilaxone fiber.7. The method of further comprising the step of:applying a scaffolding material to a polydimethylsilaxone fiber to create the modified polydimethylsilaxone fiber.8. The method of wherein the scaffolding material is nylon cable sheaths claim 7 , silk thread claim 7 , cotton thread claim 7 , or spider silk.9. The method of further comprising the steps of:obtaining a feed material;providing a media to the bioreactor tank;introducing the feed to the media carried in the bioreactor tank;iteratively repeating the step of measuring a first pH level of the media until the first pH level of the media is greater than 7.8;obtaining a first inoculum;introducing the first inoculum to the media in the bioreactor tank;recirculating the media within the bioreactor tank;{'sub': '3', 'measuring a first initial NH—N level of the media;'}{'sub': 2', '3, 'measuring a first initial NO/ ...

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03-12-2015 дата публикации

System and method for maintaining water quality in large water bodies

Номер: US20150345164A1
Принадлежит: Crystal Lagoons Curacao BV

The present application relates to an innovative and optimized method and system for maintaining water quality in water bodies such as excavated inland structures and floating structures with bottoms comprising flexible membranes, using a simplified economic filtration system and degreasing system that requires much smaller filtration equipment than conventional centralized filtration systems and provides for consumption of significantly lower amounts of energy. The method of the invention allows activating a chemical application system, mobile suctioning device, and/or degreasing system based on information regarding turbidity, the color of the bottom of the water body, and amount of greases on the surface water layer of the water body, to adjust the water quality parameters within their limits.

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22-10-2020 дата публикации

A WATER NETWORK MONITOR, MONITORING SYSTEM AND METHOD

Номер: US20200331772A1
Принадлежит:

A water network monitor, monitoring system and method comprising: at least one sensor operable to sense one or more parameters of a water network; and an analyser to analyse data points recorded over time from the water network by the at least one sensor, the analyser having an input comprising the data points recorded over time from the water network and an output comprising an event probability P(event) that an event has occurred which affects the water network from which the data points were recorded, the analyser comprising: an outlier detector to determine a measure of abnormality (D) from an outlier detection algorithm for each of the data points; and an outlier decay discriminator (ODD) to calculate an outlier probability (Po) for each of the data points based on each data points measure of abnormality (D), wherein the outlier probability is decayed over time, the output of the ODD comprising an event probability P(event), wherein P(event) is based on the decayed outlier probability. 1. A water network monitoring system comprising:at least one sensor operable to sense one or more parameters of a water network; andan analyser to analyse data points recorded over time from the water network by the at least one sensor, the analyser having an input comprising the data points recorded over time from the water network and an output comprising an event probability P(event) that an event has occurred which affects the water network from which the data points were recorded, the analyser comprising:an outlier detector to determine a measure of abnormality (D) from an outlier detection algorithm for each of the data points; and{'sub': o', '(event)', '(event), "an outlier decay discriminator (ODD) to calculate an outlier probability (P) for each of the data points based on each data point's measure of abnormality (D), wherein the outlier probability is decayed over time, the output of the ODD comprising the event probability P, wherein Pis based on the decayed outlier ...

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05-11-2020 дата публикации

Dynamic process control for partial nitritation in wastewater treatment with autotrophic nitrogen removal

Номер: US20200346956A1
Принадлежит: University of Manitoba

Mainstream partial nitritation was studied at 10° C. in a moving bed biofilm reactor treating synthetic wastewater containing both nitrogen (≈40 mg L-1) and organic carbon at COD/N ratio ranging from 1.3 to 2.2. Three different control strategies were investigated to achieve partial nitritation. Initially, biofilm age was controlled by incorporating a media replacement strategy. Next, separately from the media replacement, oxygen limited conditions were investigated and finally pH control was incorporated together with oxygen limitation. Successful partial nitritation was achieved only by combining oxygen limitation with pH control. The average NH4-N concentration was equal to 16.0±1.6 mg L-1 and average NO2-N concentration was equal to 15.7±2.4 mg L-1 during steady state partial nitritation. The average residual NO3-N concentration was equal to 2.6±2.2 mg L-1. The results obtained from this study prove for the first time that partial nitritation can be successfully controlled in a biofilm reactor treating wastewater with low nitrogen concentration, relatively high COD/N ratio and at low temperature. An algorithm for dynamic process control of partial nitritation has been also developed.

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27-12-2018 дата публикации

WASTEWATER TREATMENT PLANT ONLINE MONITORING AND CONTROL

Номер: US20180370827A1
Принадлежит: GENERAL ELECTRIC COMPANY

A method of operating a waste water treatment plant (WWTP) having at least one of an aerobic digester (AD) and a membrane bioreactor (MBR) is described. The method of operating AD is comprised of monitoring and controlling AD in real-time using an online extended Kalman filter (EKF) having a online dynamic model of AD. The EKF uses real-time AD measured data, and online dynamic model of AD to update adapted model parameters and estimate model based inferred variables for AD, which are used for AD control by AD control system having supervisory and low-level control layers. The method of operating MBR is similar to that of AD. The supervisory control ensures the WWTP satisfying the effluent quality requirement while minimize the operation cost. A WWTP having at least one of an AD or MBR is disclosed. The method of operating a WWTP can be implemented using a computer. 1. A method of monitoring and controlling the operating conditions of a membrane bioreactor (MBR) , comprising:providing a MBR; providing a MBR offline extended Kalman filter (EKF) having an offline dynamic model of said MBR, providing a MBR online EKF having an online dynamic model of said MBR; wherein said offline and said online dynamic models of said MBR are comprised of states, process material balances, energy balances, bio-chemical reaction kinetics, estimated parameters, and adapted model parameters; wherein said adapted model parameters are a subset of said estimated parameters;', 'providing historical operation data for said MBR, wherein said historical operation data is comprised of historical measured input data, historical measured output data, and historical laboratory analysis data;', 'identifying said estimated parameters of said offline dynamic model of said MBR using said MBR offline EKF and said historical operation data for said MBR;', 'importing said estimated parameters from said offline dynamic model of said MBR into said online dynamic model of said MBR;', 'providing real time ...

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07-12-2010 дата публикации

Compositions, methods, and systems for managing total sulfide

Номер: US7846408B1
Принадлежит: Cox Jr Henry Wilmore

Certain exemplary embodiments can involve contacting a predetermined portion of a medium and a reaction product resulting from a reaction between predetermined reactants that can include a predetermined active ferric chelate and a nitrate/nitrite, the contacting occurring at a pH of approximately 6 to approximately 8, the contacting effective to oxidize at least a portion of a sulfide contaminant associated with the predetermined portion of the medium.

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17-12-2013 дата публикации

Methods for managing sulfide in wastewater systems

Номер: US8609926B1
Принадлежит: Henry Wilmore Cox, Jr.

Certain exemplary embodiments can provide a system, machine, device, manufacture, circuit, composition, and/or user interface adapted for and/or resulting from, and/or a method and/or machine-readable medium comprising machine-implementable instructions for, activities that can comprise and/or relate to, in a treatment zone, reacting an oxygen-comprising gas, one or more selected ferric/ferrous chelates, one or more selected nitrates and/or nitrites, and/or anaerobic wastewater.

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30-06-2015 дата публикации

Methods for managing sulfide in wastewater systems

Номер: US9067812B1
Принадлежит: Henry Wilmore Cox, Jr.

Certain exemplary embodiments can provide a system, machine, device, manufacture, circuit, composition, and/or user interface adapted for and/or resulting from, and/or a method and/or machine-readable medium comprising machine-implementable instructions for, activities that can comprise and/or relate to, in a treatment zone, reacting an oxygen-comprising gas, one or more selected ferric/ferrous chelates, one or more selected nitrates and/or nitrites, and/or anaerobic wastewater.

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28-09-2021 дата публикации

Process and apparatus for dosing nutrients to a bioreactor

Номер: US11130692B2
Принадлежит: UOP LLC

The present invention relates to a control system for a bioreactor. More particularly, this invention relates to a process and apparatus for reading the characteristics of an industrial waste water stream and dosing amount of nutrients that play a key role to help the microorganisms in the bioreactor work efficiently to remove impurities from the industrial wastewater stream.

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20-07-2016 дата публикации

一种污水强化脱氮除磷装置及工艺

Номер: CN105776732A

本发明涉及一种污水强化脱氮除磷装置及工艺,污水首先经过预处理进入厌氧池与菌种分离器回流过来的污泥进行混合反应,再依次经过缺氧池、好氧池进入菌种分离器,菌种分离器对混合液中的菌种进行分离,高密度菌种沉淀在底部,通过泵回流至厌氧池,密度较小的菌种同水流一起进入菌藻协同反应池,池内设有生物填料,在系统内形成微藻与菌种协同作用,部分形成菌藻生物膜,强化系统脱氮除磷作用;出水经沉淀池和消毒处理,沉淀池污泥部分回流至菌藻协调反应池。本发明解决了现有的A 2 /O工艺处理城市污水存在的脱氮除磷效果差,成本高的问题,本发明具有处理高效、出水稳定、运行成本低等优点,是一种经济环保、可持续循环发展的处理工艺。

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09-01-2020 дата публикации

Wastewater treatment apparatus and method

Номер: KR102052163B1
Автор: 박민석, 배시열
Принадлежит: 바이오메카 주식회사

본 발명은 하폐수 처리장치(1) 및 하폐수 처리 방법에 대한 것이다. The present invention relates to a wastewater treatment apparatus 1 and a wastewater treatment method.

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14-06-2022 дата публикации

一种城市污水厌氧氨氧化深度脱氮的方法

Номер: CN114620840A
Автор: 刘建勇, 林驰浩

本发明公开了一种城市污水厌氧氨氧化深度脱氮的方法,包括以下步骤:对城市污水进行强化初沉,得到的强化初沉出水进行分流,干流进入缺氧池和好氧池进行硝化反硝化处理,分别得到氮气和硝化反硝化出水;支流与硝化反硝化出水进行短程反硝化处理,得到含有亚硝态氮和氨氮的短程反硝化出水;将初沉污泥进行厌氧消化,得到厌氧消化液和甲烷;将厌氧消化液进行短程硝化后与侧流提供的含有亚硝酸根的短程硝化出水在厌氧氨氧化反应池中进行混合,得到氮气和厌氧氨氧化出水,完成对城市污水的深度脱氮处理。本发明的一种城市污水厌氧氨氧化深度脱氮的方法,对城市污水中的有机物进行了资源化回收,提高出水水质,无需添加额外碳源,降低运行成本。

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22-10-2021 дата публикации

一种管式膜结合后置缺氧内源反硝化深度脱氮除磷的装置

Номер: CN109485150B
Принадлежит: BEIJING UNIVERSITY OF TECHNOLOGY

一种管式膜结合后置缺氧内源反硝化深度脱氮除磷的装置,属于污水生物处理技术领域。生活污水首先由原水箱进入AOA反应器的厌氧段,厌氧段中的聚糖菌和聚磷菌充分吸收原水中的外碳源,转化合成为内碳源(PHA)储存于胞内,同时聚磷菌进行厌氧释磷;随后混合液推流进入好氧段,进行硝化反应,同时活性污泥中的聚磷菌进行好氧吸磷,完成磷的吸收;然后混合液推流进入缺氧段,硝氮被聚磷菌、聚糖菌利用实现内源反硝化;最后混合液推流进入管式膜系统进行泥水分离,滤出水作为最终出水排放,滤后污泥回流到AOA反应器厌氧区和缺氧区。本发明将缺氧段后置,充分利用内碳源进行反硝化脱氮,管式膜系统解决了回流污泥量大、泥水分离困难等问题。

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04-01-2019 дата публикации

Membrane bioreactor-MBR fouling membrane intelligent early-warning method

Номер: CN109133351A
Принадлежит: BEIJING UNIVERSITY OF TECHNOLOGY

针对MBR污水处理过程中膜污染事件频发、危害巨大等问题,本发明提出了一种膜生物反应器‑MBR膜污染智能预警方法,实现对膜污染的在线精确预警;该预警方法通过构建递归模糊神经网络软测量模型,实现对透水率的稳定预测;利用透水率预测值和相关参数变量的融合,基于膜污染等级的综合评价,实现对膜污染的智能预警;解决了MBR污水处理过程中膜污染难以预警的问题,提高了对膜污染的预处理能力,减轻膜污染造成的危害,保障MBR污水处理过程安全运行,促进MBR污水处理厂高效稳定运行。

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13-05-2022 дата публикации

Multistage tandem type autotrophic-heterotrophic denitrification coupling nitrogen and phosphorus removal method and device

Номер: CN110228911B
Принадлежит: Shenyang Jianzhu University

本发明提供的一种多级串联式自养‑异养反硝化耦合脱氮除磷装置,包括水箱、进水管、空气泵、控制开关、布水布气系统、反应器、出水管、出水孔;提供的一种多级串联式自养‑异养反硝化耦合脱氮除磷方法,包括以下步骤:铁碳微电解填料制备、固体碳源颗粒的制备和预处理、活性污泥驯化固体碳源颗粒填料的接种挂膜、铁碳微电解填料的接种挂膜、污水处理过程。本发明的有益效果在于:本发明提供了一种多级串联式自养‑异养反硝化耦合脱氮除磷方法及装置,采用铁碳微电解、自养反硝化和异养反硝化三种方式耦合的脱氮技术,提高系统脱氮除磷的效果,减少亚硝态氮的积累,保证了出水水质。

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03-05-2016 дата публикации

Method and apparatus for activated sludge process with submerged membrane operating alternatively

Номер: KR101617274B1
Принадлежит: 한라오엠에스 주식회사

The present invention relates to a method and an apparatus for variable operation-type submerged membrane separation activated sludge treatment. According to the present invention, scum, oil, or microorganism attachment to a submerged separation membrane can be minimized, and thus a cleaning cycle of the submerged separation membrane can be extended. In addition, a trans-membrane pressure can be lowered into a desired range by chemical cleaning alone, and water quality control efficiency can be improved by certain substance concentration being lowered based on measurement of the certain substance concentration and a post-treatment responding thereto, the measurement being performed with respect to treated water discharged from one anaerobic tank and two intermittent aeration tanks. The apparatus for variable operation-type submerged membrane separation activated sludge according to the present invention includes: an anaerobic tank; first and second intermittent aeration tanks arranged at a back end of the anaerobic tank and operated in a non-aeration mode or an aeration mode depending on wastewater flow rate or concentration; a compatible tank arranged at back ends of the first and second intermittent aeration tanks and operated in a non-aeration mode or an aeration mode for ammoniacal nitrogen, nitric nitrogen, or phosphorate-phosphorus concentration control with respect to treated water flowing in from the first intermittent aeration tank or the second intermittent aeration tank; and a membrane separation tank arranged at a back end of the compatible tank, discharging the treated water, and provided with a submerged separation membrane therein.

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16-03-2004 дата публикации

Systems for treating wastewater in a series of filter-containing tanks

Номер: US6706171B2
Принадлежит: Biochem Technology Inc

This invention relates to systems for treating wastewater and more particularly to removing nutrients from wastewater in a wastewater treatment system. Wastewater tanks, each having membrane filters, are arranged in series. Each tank is equipped with respective inlets and outlets and an air supply as well as detectors for monitoring various wastewater parameters. A controller is coupled to the detectors, inlets and outlets for effecting sequences of opening and closing the inlets and outlets and turning the air supplies on and off in response to various detecting conditions and effects different operations, including a cleaning mode, in different cycles.

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21-07-2009 дата публикации

System for treating wastewater

Номер: US7563363B2
Автор: Matthew J. Kuzma
Принадлежит: Siemens Water Technologies Corp

The invention is directed to a method an apparatus for treating wastewater. The wastewater treatment system includes an aeration system that cycles between biological multiple biological basins. The system also includes one or more membrane basins. A method of the invention includes controlling the introduction of air into each biological basin in response to one or more operating conditions.

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21-08-2012 дата публикации

Systems and methods for water treatment and remediation

Номер: US8246829B2
Принадлежит: O'regan Jr Patrick T

A modularizable system for residential water treatment having a low energy requirement to process water for reuse at the residence which results in a reduction in the amount of fossil fuels required to power large water processing stations and transfer water from water plants to individual residences is disclosed. The system increases availability of water at the residential level in areas where water is a limited or limiting resource (e.g., in arid climates). Furthermore, the amount of water a residence uses in a given cycle is more efficient.

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12-04-2012 дата публикации

Systems and methods for automated control of mixing and aeration in treatment processes

Номер: WO2012047923A1
Принадлежит: ENVIRO-MIX, LLC

A system for automatically controlling a wastewater treatment process comprising a probe for measuring at least one parameter, a control panel, a programmable logic controller PLC in communication with the control panel, and an aerator in communication with the control panel, the system being configured to activate the aerator upon measurement of a first parameter.

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13-10-2021 дата публикации

Shortcut Nitrogen Removal Process and System by using Partial Nitritation in SBBR(Sequencing Batch Biofilm Reactor) with Media

Номер: KR102311712B1
Автор: 오태석, 유대환
Принадлежит: 주식회사 부강테크

An objective of the present invention is to provide a nitrogen removal device capable of wholly removing nitrogen in wastewater by obstructing nitrite oxidizing microbe in a batch biofilm reactor to dominate ammonium oxidizing microbe in a reactor. The device for removing nitrogen in wastewater comprises: a preprocessor for removing solids or organic matters in introduced wastewater; a sludge processing part for concentrating and digesting the solids removed from the preprocessor to separate dehydrated cake and supernatant; a batch biofilm reactor for receiving the wastewater from the preprocessor to control a ratio of ammonia nitrogen in the wastewater to nitrite-nitrogen as a preset ratio; an anammox reaction tank for receiving the wastewater from the batch biofilm reactor to remove ammonia nitrogen in the wastewater and nitrite-nitrogen as nitrogen gas; and a control unit for controlling the batch biofilm reactor, and controlling introduction of supernatant separated from the sludge processing part instead of the wastewater from the preprocessor to the batch biofilm reactor.

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21-01-2008 дата публикации

Waste water treatment process control apparatus and method

Номер: KR100796456B1
Автор: 문영학
Принадлежит: 태화강재산업 주식회사

An apparatus and a method for controlling a sewage treatment process are provided to detect mis-operation or failure of one measuring unit for determining water quality level to set the water quality level through another measuring unit. Measuring units(101) have sensors for sensing specific components of water, respectively. Validity inspecting units(102) are respectively connected to the measuring units to determine the validity of each of the measured components. Target setting units(103) are connected to the validity inspecting units to set target values for the measured components, respectively. A manual set unit(104) sets a target value according to a component value inputted by a user. A signal selector(106) selects the connection with one of the target setting units and the manual set unit. A controller(107) integrates or differentiates the target value inputted from the signal selector to convert into a control signal. An operator operates a sewage treating unit according to the control signal. Further, the signal selector contains a selection logic part so that one of the target setting units or the manual set unit.

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30-08-2019 дата публикации

A kind of compounded carbons dosage automatic feedback and regulating device for municipal sewage plant AAO technique

Номер: CN110182952A
Автор: 曾洲华, 曾洲颂, 汪乐安
Принадлежит: Guangzhou Bo Tao Biotechnology Co Ltd

本发明是一种用于市政污水厂AAO工艺的复合碳源投加量自动反馈及调节装置,包括污水处理装置和控制系统,所述污水处理装置包括通过管道依次连接的厌氧处理池、缺氧处理池、好氧处理池。本发明通过多点投加装置可以解决碳源的投加不均匀的问题,通过复合碳源存储罐和中转罐双重校准系统可以解决碳源的计量难问题,通过复合碳源存储罐的液位控制组件的报警装置解决供应不及时的问题,通过多层次的控制工艺解决什么时间点投加最佳以及加多少量为最佳的问题,从而四位一体的综合解决了复合碳源的投加难题,达到精准投加到各个应用单元,有助于污水厂控制生产成本。

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28-02-2017 дата публикации

Biological two-stage contaminated water treatment system and process

Номер: US9580341B1
Принадлежит: Biotta LLC

The systems and methods may be used for treatment of water that contains contaminants. Water containing at least one of a nitrate, percholate, chromate, selenite, and a volatile organic chemical is combined with nutrients and then is processed in an anoxic-anaerobic bioreactor. The combined effluent may also be oxygenated by dosing with hydrogen peroxide or liquid oxygen. The combined effluent of the bioreactor is dosed with a particle conditioning agent. The combined effluent treated water of the bioreactor is then filtered in a biofilter to produce a treated effluent stream. The influent water and combined effluent of the anoxic-anaerobic bioreactor may also be dosed with hydrogen peroxide to control biomass content in the system.

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02-01-2018 дата публикации

Biological two-stage contaminated water treatment system

Номер: US9856160B2
Принадлежит: BIOTTTA LLC

The systems may be used for treatment of water that contains contaminants. Water containing at least one of a nitrate, percholate, chromate, selenate and a volatile organic chemical is combined with nutrients and then is processed in an anoxic-anaerobic bioreactor. The combined effluent may also be oxygenated by dosing with hydrogen peroxide or liquid oxygen. The combined effluent of the bioreactor is dosed with a particle conditioning agent. The combined effluent treated water of the bioreactor is then filtered in a biofilter to produce a treated effluent stream. The influent water and combined effluent of the anoxic-anaerobic bioreactor may also be dosed with hydrogen peroxide to control biomass content in the system.

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17-11-2021 дата публикации

Filtering and quality monitoring of liquid in real-time

Номер: EP3909917A1
Принадлежит: Tapp Water SL

Different aspects of the invention refer to an environmentally friendly filter which minimizes the use of plastics, or other non-environmentally friendly materials, by providing a filter configured for housing a removably attachable filter capsule, enabling only the filter capsule to be replaced once its lifetime is over, the filter capsule itself not comprising any plastic, silicone or metal or glue. The filter is configured to minimize the amount of space occupied, maximise its durability in order to minimize the unnecessary jettisoning of plastic, whilst providing filtered and unfiltered water in a comfortable manner for the user. The various advantageous features of the filter promote the accelerated adoption of this environmentally friendly solution by the wider population, and the corresponding minimized usage of plastic bottles.

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10-10-2000 дата публикации

Method for automotive dose control of liquid treatment chemicals

Номер: US6129104A

A method for controlling the addition of liquid treatment chemicals by automatic dose control. The calculation of the amount of chemical to be dosed into the system combines signals from a liquid flow meter, an influent chemical concentration analyzer and/or an effluent chemical concentration analyzer. The signals are directed to a computerized chemical dose controller that analyzes and adjusts the data from the signals and generates an output signal that controls the chemical dosing mechanisms. For example, the automatic dose control method encompasses the ability to set maximum positive and negative limits of control action as well as the ability to automatically or manually control the reset period necessary to allow previous changes to propagate through the system and be displayed at the effluent sensor thereby improving the dosing of the chemical during treatment of a liquid, wastewater for example.

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10-11-2017 дата публикации

The denitrifying SBBR control systems of sanitary sewage integral anaerobic ammoxidation enhanced endogenesis

Номер: CN107337278A
Принадлежит: BEIJING UNIVERSITY OF TECHNOLOGY

生活污水一体化厌氧氨氧化强化内源反硝化的SBBR控制系统属于污水生物处理领域。该系统包括水箱,SBBR反应器。生活污水进入SBBR反应器后,反硝化菌利用污水中的有机物进行反硝化作用,并将多余的有机物储存至体内合成内碳源,反应结束后开始微曝气,在生物膜上进行一体化厌氧氨氧化反应,DO、NH 4 + 、NO 2 ‑ 和NO 3 ‑ 传感器在线采集信号,通过计算机输出控制DO浓度并调整反应时间,曝气完成后进行缺氧内源反硝化作用,降低出水硝态氮浓度,反应完成后静沉排水。本发明发挥SBBR系统和一体化厌氧氨氧化技术优势,并利用污水中的有机物,节能降耗、耐冲击负荷,同时通过在线实时控制,优化系统运行,自动化程度高,可控性好,可实现深度脱氮。

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25-06-2021 дата публикации

Integrated electric auxiliary micro-filtration, ultra-filtration and nanofiltration membrane performance comprehensive test platform

Номер: CN113024003A
Принадлежит: Dalian University of Technology

一种一体化电辅助微滤、超滤和纳滤膜性能综合测试平台,包括预处理系统、膜过滤系统、后处理系统、在线监测系统、显示系统、配电系统。预处理系统、膜过滤系统和后处理系统之间通过不锈钢管路相连;膜过滤系统中包括微滤膜过滤管路、超滤膜过滤管路、纳滤膜过滤管路和浸没式负压膜过滤管路;配电系统包括膜电压调控电源,通过导线连接到待测膜(组件)上提供电压。该测试平台既可自动运行,又可手动控制,可原位在线测试膜过滤性能,且测试结果可在触摸式显示屏幕和相关的仪表上显示,能够对微滤、超滤和纳滤膜在电辅助下的渗透性、截留性能、分离性能和抗膜污染性能进行测试;能够在加压过滤和负压过滤方式下对电辅助膜(组件)进行测试和评价。

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12-10-2016 дата публикации

Device and method for synchronously treating high-concentration NO3--N waste water, sludge digestion liquid and municipal sewage

Номер: CN106006956A
Автор: 彭永臻, 操沈彬, 杜睿, 牛萌
Принадлежит: BEIJING UNIVERSITY OF TECHNOLOGY

本发明公开了一种同步处理高浓度NO 3 ‑ ‑N废水、污泥消化液和城市污水的装置与方法。NO 3 ‑ ‑N废水和污泥消化液进入第一短程反硝化反应器,利用消化液中有机物和外碳源将NO 3 ‑ ‑N转化为NO 2 ‑ ‑N,含有NH 4 + ‑N和NO 2 ‑ ‑N的出水进入厌氧氨氧化反应器进行脱氮,其含有硝酸盐氮的出水与城市污水再进入第二短程反硝化反应器,在生活污水中有机碳源下将NO 3 ‑ ‑N转化为NO 2 ‑ ‑N,再回流到厌氧氨氧化反应器与城市污水中NH 4 + ‑N同步去除。本发明解决传统方法单独处理高浓度NO 3 ‑ ‑N废水、污泥消化液和城市污水时存在的脱氮效率低、能耗高、污泥产量大等问题,本发明运行费用低、占地面积小、结构简单、易于优化控制。

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19-03-2019 дата публикации

A kind of device of tubular membrane combination postposition anoxic endogenous denitrification advanced nitrogen dephosphorization

Номер: CN109485150A
Принадлежит: BEIJING UNIVERSITY OF TECHNOLOGY

一种管式膜结合后置缺氧内源反硝化深度脱氮除磷的装置,属于污水生物处理技术领域。生活污水首先由原水箱进入AOA反应器的厌氧段,厌氧段中的聚糖菌和聚磷菌充分吸收原水中的外碳源,转化合成为内碳源(PHA)储存于胞内,同时聚磷菌进行厌氧释磷;随后混合液推流进入好氧段,进行硝化反应,同时活性污泥中的聚磷菌进行好氧吸磷,完成磷的吸收;然后混合液推流进入缺氧段,硝氮被聚磷菌、聚糖菌利用实现内源反硝化;最后混合液推流进入管式膜系统进行泥水分离,滤出水作为最终出水排放,滤后污泥回流到AOA反应器厌氧区和缺氧区。本发明将缺氧段后置,充分利用内碳源进行反硝化脱氮,管式膜系统解决了回流污泥量大、泥水分离困难等问题。

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24-05-2022 дата публикации

Continuous flow phosphorus removal nitrosation coupling anaerobic ammonia oxidation nitrogen and phosphorus removal SBR process

Номер: CN110015818B
Принадлежит: BEIJING UNIVERSITY OF TECHNOLOGY

连续流除磷亚硝化耦合厌氧氨氧化脱氮除磷SBR工艺属于污水生物处理领域,装置包括原水水箱、连续流除磷亚硝化反应器、调节水箱、厌氧氨氧化反应器、出水水箱;生活污水分别进入连续流除磷亚硝化反应器和厌氧氨氧化反应器。生活污水首先进入连续流除磷亚硝化反应器厌氧阶段,去除污水中的有机碳源,通过接种除磷颗粒污泥厌氧释磷;高溶解氧反应器好氧除磷;而后经低溶解氧抑制亚硝酸盐氧化菌,氨氧化菌将氨氮转变为亚氮。连续流除磷亚硝化反应器的出水经出水水箱调节水量后进入厌氧氨氧化反应器,亚氮在厌氧氨氧化菌的作用下与氨氮反应,生成氮气。该工艺在节约能耗的基础上,解决了生活污水存在的碳源不足问题,实现脱氮除磷。

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26-07-2021 дата публикации

Operation Apparatus and Method to Maximize Partial Nitritation by Controling Free Ammonia and Free Nitrous Acid Concentration in SBR Reactor for treating High Strength Nitrogen Wastewater

Номер: KR102281691B1
Автор: 오태석, 유대환, 임윤수
Принадлежит: 주식회사 부강테크

Disclosed are an operating device and method for inducing an optimal partial nitritation by controlling the concentrations of free ammonia and free nitrous acid in a batch-type reactor for treating high-concentration nitrogen wastewater. According to one aspect of the present embodiment, provided is a method of controlling the operation of the batch-type reactor for controlling the activity of each microorganism in the batch-type reactor, which comprises: a calculation process for calculating the concentrations of free ammonia and free nitrous acid in a batch-type reaction tank; a first control process of adjusting the amount of influent flowing into the batch reaction tank according to whether the concentration of free ammonia in the batch reaction tank is within a preset range; a control process for controlling the supply of alkali agent to the batch-type reactor when the concentration of free nitrous acid in the batch-type reaction tank exceeds a preset value; a precipitation process for checking whether a ratio of ammonia nitrogen and nitrite nitrogen has a preset ratio and precipitating for a preset time when the ratio of ammonia nitrogen and nitrite nitrogen has a preset ratio; and a discharge process of discharging the supernatant water in the batch-type reaction tank to the outside by a preset ratio after the precipitation process.

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15-06-2021 дата публикации

High-concentration livestock and poultry breeding wastewater treatment method

Номер: CN110015812B
Принадлежит: Taizhou University

本发明公开了一种高浓度畜禽养殖废水处理方法。采用PABR反应器进行反硝化产甲烷处理,主要去除畜禽废水中的有机质和回流液的硝酸盐氮;再采用MSBR反应池进行短程硝化脱氮处理。本发明利用PABR反硝化产甲烷耦合MSBR短程硝化反硝化处理高浓度畜禽养殖废水,可使不同微生物种群在PABR和MSBR反应器中更好地发挥各自的功能,可以实现畜禽养殖废水的有机质、氨氮和硝酸盐氮的高效去除。

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17-08-2021 дата публикации

Method and apparatus for treating wastewater using activated sludge process with enhanced nitrogen and phosphorus removal

Номер: CN107735367B

一种通过活性污泥法进行的具有强化脱氮除磷的废水处理方法,其包括在生物反应器(1)的厌氧区(2)、缺氧区(3)、好氧区(4)和最终沉降区(5)中运行和通过间歇操作控制混合液的曝气、再循环和混合的过程,其中以这样一种方式控制混合液的曝气和再循环的间歇操作,使得短曝气周期与短再循环周期交替,并且一个短曝气周期与一个短再循环周期一起构成一个循环。一种利用具有增强脱氮除磷的活性污泥法进行废水处理的设备,其包括控制单元(22),所述控制单元配备有:至少一个日常时间表,其在一个循环内具有固定长度的短曝气周期和短再循环周期以及可选地短空转周期;或至少一个算法,其用于取决于所述测量量借助于在线测量设备(42、43)来转换在一个循环内的所述长度的短曝气周期、短再循环周期以及可选的短空转周期,其中所述控制单元与至少一个阀(21、35)连接,所述阀由控制单元控制并且布置在用于压力空气的至少一个空气支路(26、29、30、31、32)上。

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16-06-2004 дата публикации

inner flow control system of apparatus for treating water

Номер: KR100434639B1
Автор: 강예석

본 발명은 폐수처리장치의 내부반송 유량제어시스템에 관한 것이다. 더욱 구체적으로 혐기조, 용존산소저감조, 무산소조, 호기조, 침전조, 상기 호기조와 용존산소저감조를 연결하는 내부반송라인 및 상기 무산소조와 혐기조를 연결하는 내부반송라인을 포함하는 폐수처리장치에서, 무산소조에서 질산성질소의 농도가 낮은 처리수를 혐기조로 내부반송시켜 혐기조에서 탈인작용에 기여하는 인제거미생물인 PAOs가 우점화될 수 있도록 최적환경을 조성하는 혐기조내부반송유량제어 및 무산소조에서의 F/M비[질산성질소(NO 3 - -N)와 혼합액부유물질(MLSS)의 비]를 최적으로 유지시켜 연중 높은 비탈질율(SNDR) 확보가 가능한 무산소조내부유량제어에 의하여 폐수처리장치의 효율적인 제어가 가능하고, 이를 중앙제어실에서 원격조정 할 수 있는 폐수처리장치의 내부반송 유량제어시스템에 관한 것이다. The present invention relates to an internal return flow control system of a wastewater treatment apparatus. More specifically, in the waste water treatment apparatus comprising an anaerobic tank, a dissolved oxygen low tank, an anoxic tank, an aerobic tank, a settling tank, an internal transport line connecting the aerobic tank and the dissolved oxygen low tank and an internal transport line connecting the anoxic tank and the anaerobic tank, Controlling the flow rate inside the anaerobic tank and F / M ratio in the anaerobic tank to create an optimal environment for the PAOs, which are phosphorus-removing microorganisms that contribute to dephosphorization in the anaerobic tank, by returning the treated water with low concentration of nitrate nitrogen to the anaerobic tank. to keep the - - nitrate nitrogen (NO 3 -N) and the mixture ratio of suspended solids (MLSS)] best possible effective control of a waste water treatment apparatus by a flow rate control possible anoxic tank internal high denitration ratio (SNDR) secured year The present invention relates to an internal transport flow control system of a wastewater treatment system that can be remotely controlled from a central control room.

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06-01-2023 дата публикации

Denitrification filler and application thereof

Номер: CN113321299B

本发明涉及一种脱氮填料及其应用。为了解决现有用于污水处理的脱氮填料对硝态氮总氮去除效率不高、机械强度无法满足湿地系统、结构不稳定易粉化的问题,本发明提供一种脱氮填料,按质量百分比计,所述脱氮填料的原料包括1~10%的零价铁粉,20~60%的硫磺粉,10~50%的高岭土;10~50%的陶土;0.05~0.5%的石英砂;2~8%的无机胶粘剂。本发明的脱氮填料对硝态氮总氮去除效率高且对整体脱氮过程溶解氧(DO)影响较小;本发明的脱氮填料机械强度高,堆叠高度达到1m多时下层填料也不会发生形变;本发明的脱氮填料结构稳定性好,长时间处于流动水体中且随着硫和铁的持续缓释依然能够保持完整的结构而不发生明显的粉化现象,因此能够延长污水处理系统使用寿命并降低维护成本。

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16-08-2019 дата публикации

The accurate dosing system of carbon source and method

Номер: CN110127863A

本发明公开了一种碳源精准投加系统及方法,包括:进水在线流量计,与控制装置电气连接;前馈硝态氮在线仪表,与控制装置电气连接;反馈硝态氮在线仪表,与控制装置电气连接;变频加药泵和加药流量计,均与控制装置电气连接;控制装置,能根据进水在线流量计反馈的进水量信号和前馈硝态氮在线仪表回馈的硝态氮前馈信号,以及根据反馈硝态氮在线仪表回馈的硝态氮反馈信号,调节变频加药泵的频率并依据加药流量计的碳源投加反馈信号,来调整向污水处理系统的碳源投加量。该系统及方法能以脱氮系统的NO 3 为控制变量,通过前馈与反馈控制碳源投加,具有运行稳定,减低碳源用量的优点。

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12-05-2021 дата публикации

Annamox reactor and water treatment method using the same

Номер: KR102250418B1
Автор: 이철우, 조환철, 진양오
Принадлежит: 두산중공업 주식회사

본 발명은 아나목스 반응조 및 이를 이용한 수처리 방법에 관한 것으로서, 보다 상세하게는, 미생물의 활성도를 적절하게 유지하여 질소 제거 효과를 향상시킬 수 있는 아나목스 반응조 및 이를 이용한 수처리 방법에 관한 것이다. 이를 위해 아나목스 반응조는 피처리수가 공급되는 피처리수 공급관을 포함하고, 내부에 암모늄 산화세균(Ammonium Oxidizing Bacteria, AOB) 및 아나목스 미생물(Annamox bacteria)을 수용하는 챔버; 챔버 내부로 공급되어 수용되는 피처리수 내에 포함된 질소 화합물의 농도를 측정하는 제1제어부; 및 챔버 내부로 공급되어 수용되는 피처리수 내에 포함된 암모늄 이온(NH 4 + )의 농도가 소정의 범위를 유지하도록 피처리수의 공급 유량을 제어하는 제2제어부;를 포함하는 것을 특징으로 한다. The present invention relates to an Anamox reactor and a water treatment method using the same, and more particularly, to an Anamox reactor capable of improving the nitrogen removal effect by appropriately maintaining the activity of microorganisms, and a water treatment method using the same. To this end, the Anamox reactor includes a water supply pipe through which the water to be treated is supplied, and a chamber for accommodating ammonium oxidizing bacteria (AOB) and Anamox bacteria therein; A first control unit that measures the concentration of nitrogen compounds contained in the water to be treated and accommodated by being supplied into the chamber; And a second controller configured to control the supply flow rate of the water to be treated so that the concentration of the ammonium ions (NH 4 + ) contained in the water to be treated and accommodated in the chamber is maintained in a predetermined range. .

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14-04-2020 дата публикации

Biochemical tail water biological denitrification method for inhibiting non-filamentous bacterium expansion

Номер: CN111003816A

本发明公开了一种抑制非丝状菌膨胀的生化尾水生物脱氮方法,属于工业废水生化尾水脱氮处理技术领域;本发明将含氮废水沉淀后,通入至营养平衡池中添加磷源,再将废水通入至反硝化脱氮反应器中,并将碳源添加至脱氮反应器中进行脱氮;本发明可以保证营养的平衡从而不产生非丝状菌膨胀,有效避免碳源在营养平衡池中被微量活性污泥消耗导致非丝状菌膨胀,同时达到有效生物脱氮协同COD降解的目的。

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16-11-2016 дата публикации

One is put aerobic nitrification, two ends anoxic denitrification filter tank technique and device thereof

Номер: CN106115916A
Автор: 张德伟, 郑俊

本本发明公开了一种中置好氧硝化、两端缺氧反硝化滤池工艺及其装置,所述装置是由前段缺氧反硝化滤池、中间水池、中段好氧硝化滤池、后段缺氧反硝化滤池、清水池依次串联组成的两端脱氮系统和程序自控系统构成;前段缺氧反硝化滤池在充分利用待处理污水中碳源的条件下完成前段反硝化脱氮过程,中段好氧硝化滤池完成硝化过程,后段缺氧反硝化滤池完成外加碳源的剩余硝酸盐反硝化深度脱氮过程,程序自控系统根据收集分析的数据自控调控系统的最佳运行工况。本发明能使污水达到深度脱氮目的,兼具投资费用省、运行费用低等显著特点。

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29-05-2020 дата публикации

Circulating water culture system for single-pond culture of penaeus vannamei boone and operation method

Номер: CN111204928A

本发明涉及一种南美白对虾单池养殖的循环水养殖系统及运行方法,属于水产设施领域,它包括养殖单元和水处理单元,所述的水处理单元包括颗粒物沉淀排除单元、生物处理单元和紫外线消毒单元;水处理单位设置在养殖单元的周边的地下,水处理单元的上沿与地面平齐,水处理单元的上面铺有自由取放的格栅,养殖单元中的养殖废水排出后依次进入颗粒物沉淀排除单元、生物处理单元和紫外线消毒单元,经过紫外线消毒后的海水再次泵入养殖单元。本发明以单个养殖池为一个系统单元,独立进行水循环和水处理,杜绝了不同养殖池之间交叉感染的问题;而且水循环和水处理系统处于养殖池的周边地下,这样即节约了养殖空间,也为单池养殖的投喂、观察等操作提供了便利。

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04-11-2020 дата публикации

Smart sewage treatment Operation System

Номер: KR102172981B1

The present invention relates to a system comprising: (1) a multi-sampling unit capable of automatic sampling at a desired point at a predetermined cycle while performing unclogged water sampling; (2) an automatic water quality measurement unit; and (3) a monitoring/control unit, thereby being capable of real-time measurement.

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26-11-2021 дата публикации

Continuous flow AAO dephosphorization and partial denitrification series-connection combined type fixed biological membrane activated sludge autotrophic denitrification device and method

Номер: CN110171904B
Автор: 张亮, 彭永臻, 王梓豪
Принадлежит: BEIJING UNIVERSITY OF TECHNOLOGY

连续流AAO除磷及部分脱氮串联复合式固定生物膜活性污泥自养脱氮装置及其方法,属于城市污水生物处理技术领域。工艺主体由城市污水原水箱、连续流AAO除磷部分脱氮装置、中间水箱和复合式固定生物膜‑活性污泥自养脱氮装置四部分组成。通过工艺调整在AAO反应器中的生物体主种群聚磷菌的基本特征不被破坏的情况下,通过污泥循环系统将后端自养脱氮反应器中的剩余短程污泥连续不断的回流至AAO反应器中。从而实现前后两段同时具有脱氮的功效,进一步减少了处理单位体积废水所需的反应器容积。同时在高温、低氧、低污泥龄条件下可以有效的淘洗自养脱氮反应器中的NOB使得短程效果更加稳定。最终实现系统节能、高效、稳定的脱氮除磷。

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27-10-2009 дата публикации

Automation farming system using feed fodder robot

Номер: KR100923243B1
Автор: 조영효
Принадлежит: 주식회사 프로봇

PURPOSE: An automation farming system using a feed fodder robot is provided, which can reduce data transmission traffic and load of a system. CONSTITUTION: An automation farming system using a feed fodder robot comprises a sensor node(10), a feed fodder robot(20), a queuing machine(30), and a management server(40). The sensor node detects cultivation bath state data. The feed fodder robot detects fodder amount of administration data and video data of fish. The queuing machine constructs a sensor network which operates with each sensor node. The management server receives bath state data video data and fodder administration amount data collected from the queuing machine. The management server compares standard format database with corresponding data and outputs control signal.

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29-10-2018 дата публикации

The Sewage Disposal Systems

Номер: KR20180117340A
Принадлежит: 코오롱글로벌 주식회사

본 발명은 하수가 유입되는 최초 침전지; 탈질 반응이 일어나는 무산소조, 질산화 반응이 일어나는 호기조, 및 호기조에서 무산소조로 반송수를 이송하는 내부 반송 펌프를 구비한 생물 반응조; 및 최종 침전지를 포함하는 하수 처리 장치를 포함하며, 상기 최종 침전지의 후단에 TMS(수질원격감시체계)를 설치하여 방류수의 총 질소 농도(A), 질산성 질소 농도(B) 및 화학적 산소 요구량(COD, C) 중 적어도 하나의 수질 정보를 수집한 후, 수집된 정보에 의해 상기 생물 반응조의 운행을 제어하는 하수 처리 시스템에 관한 것이다.

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31-03-2009 дата публикации

Process to improve the efficiency of a membrane filter activated sludge system

Номер: US7510655B2
Автор: Dennis J. Barnes
Принадлежит: Siemens Water Technologies Corp

A process for treating BOD, nitrogen and phosphorus containing wastewater, wherein the process includes the steps of providing wastewater influent into an anoxic zone having activated sludge and mixing the wastewater influent with the activated sludge in the anoxic zone to form a mixed liquor. The process further includes providing the mixed liquor into one more further treatment zones and transferring a portion of the mixed liquor from the further treatment zone to a membrane filter wherein a filtrate is separated from sludge. The process also includes selectively recycling at least a portion of the sludge to the anoxic zone as recycled activated sludge.

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31-08-2021 дата публикации

Semi-nitrosation-anaerobic ammonia oxidation integrated denitrification device and method for synchronously removing phosphorus

Номер: CN113321381A
Принадлежит: QINGDAO UNIVERSITY OF TECHNOLOGY

本发明提供同步除磷的半亚硝化‑厌氧氨氧化一体化脱氮装置与方法,涉及污水生物处理领域。包括半亚硝化‑厌氧氨氧化一体化反应器和沉淀池。所述方法为:城市污水首先进入半亚硝化‑厌氧氨氧化一体化反应器的厌氧区,聚磷菌等微生物在厌氧释磷的同时摄取污水中的有机物储存为胞内碳源;随后混合液依次进入好氧区及第一、第二调节区,好氧氨氧化菌进行氨氮的氧化,同时聚磷菌完成好氧吸磷过程;随后混合液进入缺氧区,生物膜中的厌氧氨氧化菌将亚硝酸盐和剩余氨氮转化为氮气,产生的少量硝酸盐通过活性污泥中的微生物利用胞内碳源通过反硝化作用同步去除;最后混合液进入沉淀池进行泥水分离。

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13-06-2008 дата публикации

METHOD OF TREATING WATER USING A BIOLOGICAL REACTOR INTEGRATED WITH AERATED BIOMASS ALTERNATIVELY IMPLEMENTING CONTINUOUS AND SEQUENCED AERATION MODES

Номер: FR2909661A1
Принадлежит: OTV SA

L'invention a pour objet un procédé de traitement d'eaux à l'aide d'un réacteur biologique en vue d'abattre la pollution azotée contenue dans lesdites eaux, ledit réacteur intégrant une biornasse aérée par des moyens d'aération, ledit traitement comprenant des phases de nitrification/dénitrification simultanées, caractérisé en ce que ledit traitement met alternativement en oeuvre deux modes d'aération :- un mode d'aération dit continu ;- un mode d'aération séquence au cours duquel l'arrêt de l'aération est déclenché quand la concentration en ammoniaque atteint un seuil bas prédéterminé et le déclenchement de l'aération est déclenché quand la concentration en ammoniaque atteint un seuil haut prédéterminé,le passage d'un mode d'aération à l'autre étant déclenché en fonction de la concentration en nitrates dans lesdites eaux, ledit mode d'aération dit continu étant déclenché lorsque ladite concentration en nitrates atteint un seuil bas prédéterminé, et ledit mode d'aération séquencé étant déclenché lorsque ladite concentration en nitrates atteint un seuil haut prédéterminé. The subject of the invention is a method for treating water with the aid of a biological reactor in order to reduce the nitrogen pollution contained in said water, said reactor incorporating an aerated biomass by means of aeration, said treatment comprising simultaneous nitrification / denitrification phases, characterized in that said treatment alternately employs two modes of aeration: a so-called continuous aeration mode, a sequence aeration mode in which stopping of the aeration is triggered when the ammonia concentration reaches a predetermined low threshold and aeration is triggered when the ammonia concentration reaches a predetermined high threshold, the transition from one aeration mode to another being triggered according to the nitrate concentration in said water, said so-called continuous aeration mode being triggered ...

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02-07-1993 дата публикации

PROCESS FOR PURIFYING INDUSTRIAL AND / OR URBAN EFFLUENTS OF THE ACTIVATED SLUDGE TYPE

Номер: FR2685692A1
Автор: Charpentier Joseph

L'invention concerne un procédé d'épuration du type boues activées comprenant les étapes consistant à faire subir aux effluents un prétraitement, à faire passer les effluents dans un bassin d'aération (6), et à faire séjourner les effluents dans un bassin de décantation (7). Le procédé est caractérisé en ce qu'il comprend les étapes complémentaires consistant à: - mesurer continûment un premier paramètre représentatif du niveau d'oxydation de l'effluent contenu dans le bassin d'aération (6); - asservir le fonctionnement dudit aérateur (7) à deux valeurs de consigne (CB, CH) dudit premier paramètre représentatif du niveau d'oxydation; - mesurer continûment un second paramètre représentatif de la qualité de l'effluent traité; - asservir la détermination desdites valeurs de consigne (CB, CH) dudit premier paramètre à deux valeurs de consigne (C'B, C'H) dudit second paramètre. The invention relates to a purification process of the activated sludge type comprising the steps of subjecting the effluents to a pretreatment, passing the effluents into an aeration tank (6), and allowing the effluents to stay in a water tank. settling (7). The method is characterized in that it comprises the additional steps consisting in: - continuously measuring a first parameter representative of the level of oxidation of the effluent contained in the aeration basin (6); - Slave the operation of said aerator (7) to two set values (CB, CH) of said first parameter representative of the level of oxidation; - continuously measure a second parameter representative of the quality of the treated effluent; - Slaving the determination of said setpoint values (CB, CH) of said first parameter to two setpoint values (C'B, C'H) of said second parameter.

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21-06-2021 дата публикации

Wastewater treatment method and system using sequencing batch

Номер: KR102267624B1
Принадлежит: (주)티에스케이코퍼레이션

The present invention relates to a continuous batch type water treatment method and system, which automatically control operating conditions such as aeration/non-aeration cycles by controlling the supply of sewage, wastewater or air into a reaction tank by sensing an ammonia nitrogen concentration and a nitrate nitrogen concentration in the reaction tank, and can efficiently treat sewage and wastewater by stably and smoothly removing organic matter and nitrogen.

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18-05-2021 дата публикации

Sewage treatment system utilizing primary sludge fermentation

Номер: CN112811715A

本发明提出一种利用初沉污泥发酵的污水处理系统,包括:厌氧反应器包括厌氧区和好氧区,好氧区内安装有曝气系统,厌氧区旁边区域的进水区域设置有搅拌器;后沉槽,所述后沉槽连接隔室,隔室顶部溢流出的上清液作为出水排放至后沉槽,沉淀的浓缩污泥通过污泥回流管返回至反厌氧反应器入口,进行返混;反硝化反应器,所述发酵反应区上部连接储水池,水流与初沉污泥发生发酵和反硝化反应进而去除进水中的硝态氮,出水池中的水通过返流管回流至厌氧反应器。本系统脱氮效果显著,无需硝化液回流,运行费用低。

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06-08-2019 дата публикации

A kind of organic liquid waste/high concentration nitrate waste liquid collaboration denitrogenation removes the diphasic anaerobic processing method and processing device of organic carbon

Номер: CN110092469A
Принадлежит: TSINGHUA UNIVERSITY

本发明提出了一种有机废液/高浓度硝酸盐废液协同脱氮除有机碳的两相厌氧处理方法及装置,属于废水处理技术领域。该装置包括有机废液箱、厌氧酸化反应器、废液混合箱、厌氧反硝化反应器;有机废液箱通过进水泵一与厌氧酸化反应器的进液端相连,厌氧酸化反应器上设有回流管路一,回流管路一上设有回流泵一;厌氧酸化反应器的出液端通过管路与废液混合箱相连;废液混合箱通过进水泵二与厌氧反硝化反应器的进液端相连,厌氧反硝化反应器上设有回流管路二。本发明所提出的协同脱氮除有机碳的装置及两相厌氧处理方法主要应用于废液处理,成功解决了高盐分、高浓度硝酸盐废液使用生物法脱氮难以启动及脱氮效果差,碳源不足等问题。

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14-09-2021 дата публикации

Device and method for realizing deep denitrification of municipal domestic sewage by coupling shortcut nitrification-anaerobic ammonia oxidation denitrification

Номер: CN110563271B
Автор: 张琼, 彭永臻, 邓诗云
Принадлежит: BEIJING UNIVERSITY OF TECHNOLOGY

短程硝化‑厌氧氨氧化耦合反硝化实现城市生活污水深度脱氮的装置与方法,属污水生物处理领域。装置包括原水水箱,短程硝化反应器,调节水箱,厌氧氨氧化耦合反硝化反应器,出水水箱。生活污水一部分进入短程硝化反应器,完成氨氧化反应后,富含NO 2 ‑ ‑N的出水进入中间水箱;另一部分生活污水与短程硝化反应器出水混合后进入厌氧氨氧化耦合反硝化反应器,生活污水中NH 4 + ‑N以及短程硝化产生的NO 2 ‑ ‑N通过厌氧氨氧化作用去除;而生活污水中的有机物则被反硝化菌利用去除厌氧氨氧化反应产生的NO 3 ‑ ‑N。本发明通过充分利用了生活污水中的有机物,提高了脱氮效率,实现了高效节能的城市污水深度脱氮。

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