WO2012013829A1 - Sistema y procedimiento para el tratamiento de aguas - Google Patents
Sistema y procedimiento para el tratamiento de aguas Download PDFInfo
- Publication number
- WO2012013829A1 WO2012013829A1 PCT/ES2010/070513 ES2010070513W WO2012013829A1 WO 2012013829 A1 WO2012013829 A1 WO 2012013829A1 ES 2010070513 W ES2010070513 W ES 2010070513W WO 2012013829 A1 WO2012013829 A1 WO 2012013829A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- nitrification
- reactor
- denitrification
- nitrites
- tank
- Prior art date
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/30—Aerobic and anaerobic processes
- C02F3/302—Nitrification and denitrification treatment
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/006—Regulation methods for biological treatment
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/14—NH3-N
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/15—N03-N
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/40—Liquid flow rate
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Definitions
- the object of the invention relates to a process for removing ammonia from wastewater that comes from drains in urban WWTPs.
- the present invention proposes an original procedure both in the principles for a simpler nitrogen removal system (complete nitrification and denitrification with methanol) and in the automatic control procedure.
- the object of the invention uses 4 separate units.
- a retention tank to limit the discontinuous flow of wastewater from drains that can have very different models from one installation to another. In this way, the flow rate to the pre-denitrification reactor (Q fed) is continuous and is regulated by the automatic control system.
- the retention reservoir also serves as a settler to remove suspended solids.
- a pre-denitrification reactor designed to remove (in gaseous nitrogen) all the recirculated nitrites from the nitrification reactor (Qrint). Denitrification is mainly caused by the dosage of a carbon source (Qc). In some facilities, wastewater contains soluble biochemical oxygen demand (BOD) from other units in the sludge duct and can be used for pre-denitrification, thus reducing the dosage of the carbon source.
- BOD biochemical oxygen demand
- the use of predesnitrification instead of postdesnitrification allows the elimination of influent BOD when it is present, thus preventing the inhibition of ammonium oxidants (XNH) in the posterior aerated biofilm. Therefore, higher and more stable nitrification speeds can be achieved.
- a nitrification reactor performs the stable transformation of ammonium to nitrite only because nitrite oxidizers (XNO) are removed by regular washing of the system by means of a suitable robust control system.
- XNO nitrite oxidizers
- the use of separate units for denitrification and nitrification allows for optimal control.
- the ammonium oxidants (XNH) and the heterotrophic biomass (XH) for denitrification can be located both in the biofilm of the supports and in suspension.
- a settler allows a robust automatic system and aims to clarify the inflow of suspended solids and obtain a thickened sludge.
- Figure 1 represents a diagram of the system of the invention and its parts.
- the system (1) of the invention obtains wastewater from a drain that is stored and limited by disturbance in a retention deposit (2);
- the discontinuous flow of sewage from the drains may be different from one facility to another.
- the flow rate [Q fed] that reaches an anoxic pre-denitrification reactor (3) is continuous and is regulated by an automatic control system (6).
- the pre-denitrification reactor (3) is designed to remove [in gaseous nitrogen] all recirculated nitrites from a nitrification reactor (4) [Qrint]. Denitrification is mainly caused by the dosage of a carbon source [Qc]. In some facilities, wastewater contains biochemical oxygen demand [BOD] from other units in the sludge duct and could be used for pre-denitrification, thus reducing the dosage of the carbon source.
- BOD biochemical oxygen demand
- the use of pre-denitrification instead of post-denitrification allows the elimination of the influent's BOD if there is one, thus avoiding the inhibition of ammonium oxidants [XNH] in the subsequent aerated biofilm. Therefore, higher and stable nitrification rates can be achieved.
- the nitrification reactor (4) performs the stable transformation of ammonium into nitrite only because nitrite oxidants [XNO] are removed by regular washing of the system by a suitable robust control system.
- Ammonium oxidants [XNH] and heterotrophic biomass [XH] for denitrification can be located both in the biofilm of the supports and in the suspension.
- a settler (5) allows a robust automatic system (1) and aims to clarify the inflow of suspended solids and obtain a thickened sludge.
- the use of a settler (5) provides different operating alternatives.
- the settler (5) is located at the end of the system (1) and does not use sludge recirculation to the pre-denitrification reactor (3). Therefore, the concentration of suspended solids will be relatively low [200-500 mg / l]. Denitrification and nitrification will take place both in the biofilm of the supports and in suspension.
- sludge recirculation is used in order to increase the concentration of suspended solids and the corresponding denitrification and nitrification rates.
- washing separation of XNO is more difficult since the retention time of solids [TRS] increases.
- the settler (5) is located between the reactors (3,4), with the sludge recycled to the pre-denitrification reactor (3). Therefore, the rate of denitrification can be relatively high and better guarantee nitrification.
- the inflow of suspended solids to the settler (5) is very high due to the high internal recirculation flow, which therefore demands a larger surface area for the settler (5).
- the automatic control system (6) involves the following strategies, taking into account that the automatic control system (6) of the system (1) is based on the use of (NH 4 + , NO2 " and NO3 " ) as nutrient analyzers, based on sensors placed throughout the system, preferably in the reactors (3, 4):
- the dissolved oxygen adjustment value is automatically modified according to:
- the [Q fed] is manipulated according to the measurements of N-NH 4 + in the nitration reactor (4) and the adjustment value of N-NH 4 +
- the Qc [external carbon flow rate] is automatically manipulated so that the measurements of N-NO 2 " in the prenitration reactor (3) follow a preset level of N-NO 2 " [setting value of N-NO 2 " in the prenitration reactor (3)]
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Biodiversity & Conservation Biology (AREA)
- Microbiology (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Health & Medical Sciences (AREA)
- Molecular Biology (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
Description
Claims
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU2010358297A AU2010358297A1 (en) | 2010-07-26 | 2010-07-26 | System and method for treating water |
MX2013001094A MX2013001094A (es) | 2010-07-26 | 2010-07-26 | Sistema y procedimiento para el tratamiento de aguas. |
PCT/ES2010/070513 WO2012013829A1 (es) | 2010-07-26 | 2010-07-26 | Sistema y procedimiento para el tratamiento de aguas |
EP10747060.1A EP2599754A1 (en) | 2010-07-26 | 2010-07-26 | System and method for treating water |
MA35612A MA34401B1 (fr) | 2010-07-26 | 2012-02-02 | Système et procédé pour le traitement des eaux |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PCT/ES2010/070513 WO2012013829A1 (es) | 2010-07-26 | 2010-07-26 | Sistema y procedimiento para el tratamiento de aguas |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2012013829A1 true WO2012013829A1 (es) | 2012-02-02 |
Family
ID=43902584
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/ES2010/070513 WO2012013829A1 (es) | 2010-07-26 | 2010-07-26 | Sistema y procedimiento para el tratamiento de aguas |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP2599754A1 (es) |
AU (1) | AU2010358297A1 (es) |
MA (1) | MA34401B1 (es) |
MX (1) | MX2013001094A (es) |
WO (1) | WO2012013829A1 (es) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102826719A (zh) * | 2012-09-14 | 2012-12-19 | 广州环保投资有限公司 | 应用短程硝化反硝化进行生物脱氮的方法 |
CN111484200A (zh) * | 2020-04-22 | 2020-08-04 | 云南大学 | 低碳氮比生活污水双污泥部分亚硝化反硝化超深度脱氮除磷工艺 |
Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4056465A (en) * | 1976-04-12 | 1977-11-01 | Air Products And Chemicals, Inc. | Production of non-bulking activated sludge |
US5626755A (en) * | 1995-11-08 | 1997-05-06 | Micronair, Inc. | Method and apparatus for waste digestion using multiple biological processes |
GB2333522A (en) | 1998-01-23 | 1999-07-28 | Aw Creative Technologies Ltd | Waste water treatment |
US6183642B1 (en) | 1997-08-21 | 2001-02-06 | Grontmij Advies & Techniek B.V. | Biological treatment of wastewater |
US6383390B1 (en) | 1996-08-23 | 2002-05-07 | Technische Universiteit Delft | Method of treating ammonia-comprising waste water |
US7144508B2 (en) | 2004-03-25 | 2006-12-05 | Hitachi Plant Engineering & Construction Co., Ltd. | Method and apparatus of removing nitrogen |
US20070163952A1 (en) * | 2004-01-30 | 2007-07-19 | Scheier Etal | Dissimilatory sulfate reduction as a process to promote denitrification in marine recirculating aquaculture systems |
WO2009046415A1 (en) | 2007-10-04 | 2009-04-09 | The Trustees Of Columbia University In The City Of New York | Systems and methods for achieving partial nitrification in a biological nitrogen removal reactor |
US7645385B2 (en) | 2005-08-01 | 2010-01-12 | Suez Environment | Method and arrangement for processing nitrogen-concentrated effluents in a sequential fractionated cycle biological reactor |
US20100096339A1 (en) * | 2008-10-17 | 2010-04-22 | Rememberance Newcombe | Water Denitrification |
-
2010
- 2010-07-26 EP EP10747060.1A patent/EP2599754A1/en not_active Withdrawn
- 2010-07-26 WO PCT/ES2010/070513 patent/WO2012013829A1/es active Application Filing
- 2010-07-26 AU AU2010358297A patent/AU2010358297A1/en not_active Abandoned
- 2010-07-26 MX MX2013001094A patent/MX2013001094A/es unknown
-
2012
- 2012-02-02 MA MA35612A patent/MA34401B1/fr unknown
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4056465A (en) * | 1976-04-12 | 1977-11-01 | Air Products And Chemicals, Inc. | Production of non-bulking activated sludge |
US5626755A (en) * | 1995-11-08 | 1997-05-06 | Micronair, Inc. | Method and apparatus for waste digestion using multiple biological processes |
US6383390B1 (en) | 1996-08-23 | 2002-05-07 | Technische Universiteit Delft | Method of treating ammonia-comprising waste water |
US6183642B1 (en) | 1997-08-21 | 2001-02-06 | Grontmij Advies & Techniek B.V. | Biological treatment of wastewater |
GB2333522A (en) | 1998-01-23 | 1999-07-28 | Aw Creative Technologies Ltd | Waste water treatment |
US20070163952A1 (en) * | 2004-01-30 | 2007-07-19 | Scheier Etal | Dissimilatory sulfate reduction as a process to promote denitrification in marine recirculating aquaculture systems |
US7144508B2 (en) | 2004-03-25 | 2006-12-05 | Hitachi Plant Engineering & Construction Co., Ltd. | Method and apparatus of removing nitrogen |
US7645385B2 (en) | 2005-08-01 | 2010-01-12 | Suez Environment | Method and arrangement for processing nitrogen-concentrated effluents in a sequential fractionated cycle biological reactor |
WO2009046415A1 (en) | 2007-10-04 | 2009-04-09 | The Trustees Of Columbia University In The City Of New York | Systems and methods for achieving partial nitrification in a biological nitrogen removal reactor |
US20100096339A1 (en) * | 2008-10-17 | 2010-04-22 | Rememberance Newcombe | Water Denitrification |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102826719A (zh) * | 2012-09-14 | 2012-12-19 | 广州环保投资有限公司 | 应用短程硝化反硝化进行生物脱氮的方法 |
CN102826719B (zh) * | 2012-09-14 | 2014-01-22 | 广州环保投资有限公司 | 应用短程硝化反硝化进行生物脱氮的方法 |
CN111484200A (zh) * | 2020-04-22 | 2020-08-04 | 云南大学 | 低碳氮比生活污水双污泥部分亚硝化反硝化超深度脱氮除磷工艺 |
Also Published As
Publication number | Publication date |
---|---|
EP2599754A1 (en) | 2013-06-05 |
AU2010358297A1 (en) | 2013-02-14 |
MA34401B1 (fr) | 2013-07-03 |
MX2013001094A (es) | 2013-06-03 |
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