公开(公告)号：US11845681B2

公开(公告)日：2023-12-19

申请号：US16972011

申请日：2019-06-06

申请人： Cockerill Maintenance & Ingenierie S.A. ,  CENTRE BELGE D'ETUDE ET DE DOCUMENTATION DE L'EAU, en abrege CEBEDEAU asbl ,  LIST—Luxembourg Institute of Science and Technology

发明人： Stephane Nonet ,  Christian Koehler ,  Alain Magis

IPC分类号： C02F3/12 ,  C02F3/08 ,  C02F3/00 ,  C02F103/34

CPC分类号： C02F3/1268 ,  C02F3/085 ,  C02F2003/003 ,  C02F2103/343 ,  C02F2203/002 ,  C02F2303/02

摘要： A completely biological method for removing a first group of micropollutants of pharmaceutical origin and a second group of micropollutants of pharmaceutical origin from raw wastewater includes: providing a first buffer tank upstream of a bioreactor; providing a moving bed membrane bioreactor (MB-MBR) for developing biomass growth both on a fixed support and in suspension in a form of flocs, and on mobile supports, the bioreactor obtaining an effluent with a COD concentration of organic matter of less than 50 mg l−1 and a total nitrogen concentration of less than 15 mg l−1; providing a biofiltration tank, separate from the first buffer tank of the bioreactor, that includes one or more biologically activated carbon (BAC) columns containing activated carbon; supplying the first buffer tank upstream of the bioreactor with raw wastewater containing micropollutants of pharmaceutical origin; pretreating the wastewater by passing the wastewater through a fine mesh sieve.

公开(公告)号：US11685674B2

公开(公告)日：2023-06-27

申请号：US16484932

申请日：2018-02-09

申请人： VEOLIA WATER SOLUTIONS & TECHNOLOGIES SUPPORT, SAS

发明人： Andrew Cannon ,  William Jeal

IPC分类号： C02F3/00 ,  C02F3/08 ,  C02F3/20 ,  C12M1/12

CPC分类号： C02F3/006 ,  C02F3/085 ,  C02F3/20 ,  C12M1/12 ,  C12M25/20 ,  C02F2209/14 ,  C02F2209/22 ,  C02F2209/44

摘要： A water treatment apparatus (1), the apparatus (1) comprises a fluid inlet (2), a first MBBR (4) and a second MBBR (5) and a fluid outlet (3), and a controller (C1), wherein the first MBBR (4) and second MBBR (5) are connected in series such that water to be treated flows from the inlet (2) through the first MBBR (4) to the second MBBR (5) and thence to the outlet (3) and wherein the controller or control means (C1) is operable to change the flow direction such that water to be treated flows from the inlet (2) to the second MBBR (5) then to the first MBBR (4) and thence to the outlet (3).

公开(公告)号：US09896363B2

公开(公告)日：2018-02-20

申请号：US15085993

申请日：2016-03-30

申请人： Headworks Bio Inc.

发明人： Gerald Seidl ,  Siva Angappan ,  Ranjit Nair ,  Robert S. Reimers ,  Jan Oleszkiewicz ,  Charan Tej Tanneru

IPC分类号： C02F3/30 ,  C02F3/08 ,  C02F3/28 ,  C02F1/24 ,  C02F9/00 ,  C02F1/00 ,  C02F3/00

CPC分类号： C02F3/30 ,  C02F1/004 ,  C02F1/24 ,  C02F3/006 ,  C02F3/085 ,  C02F3/2806 ,  C02F3/2833 ,  C02F3/301 ,  C02F3/302 ,  C02F9/00 ,  C02F2203/002 ,  C02F2209/005 ,  C02F2209/03 ,  C02F2209/09 ,  C02F2209/20 ,  C02F2209/40 ,  C02F2303/10 ,  C02F2303/24 ,  C02F2305/06 ,  Y02W10/15 ,  Y02W10/30

摘要： In one embodiment, a method includes receiving wastewater having a first total organic carbon (TOC) at a wastewater treatment system comprising a reactor system, wherein the reactor system comprises an anaerobic moving bed biofilm reactor (MBBR) and an aerobic MBBR. The method further includes treating the wastewater in the anaerobic MBBR, wherein the anaerobic MBBR comprises first bio-carriers configured to degrade at least a portion of the first TOC in the wastewater to generate a first treated wastewater and biogas, wherein the first treated wastewater has a second TOC that is less than the first TOC. The method also includes providing the biogas to an external system.

公开(公告)号：US09561976B2

公开(公告)日：2017-02-07

申请号：US13911066

申请日：2013-06-05

申请人： Nanjing University

发明人： Hongqiang Ren ,  Ke Xu ,  Lili Ding ,  Jinju Geng

IPC分类号： C02F3/02 ,  C12M1/04 ,  C02F3/08 ,  B01D53/84 ,  B01D53/52 ,  B01D53/58

CPC分类号： C02F3/085 ,  B01D53/52 ,  B01D53/58 ,  B01D53/84 ,  B01D2251/11 ,  B01D2257/306 ,  B01D2257/90 ,  Y02A50/2358 ,  Y02W10/15

摘要： A coupling bioreactor in the form of a tower type seal structure filled with a suspended carrier. A water inlet pipe, an air inlet pipe, and a first microporous aerator are arranged at the bottom of the coupling reactor. The water inlet pipe is connected to a water distributor. The air inlet pipe is connected to the first microporous aerator. A gas inlet pipe and a second microporous aerator are arranged at the middle part of the coupling bioreactor and are connected with each other. An annular overflow weir is arranged at the upper part of the coupling bioreactor and is connected to a water outlet pipe. A gas outlet pipe is arranged at the top of the coupling bioreactor. The ratio of the height to the diameter of the coupling bioreactor is between 3 and 10.

摘要翻译： 塔式密封结构形式的耦合生物反应器，填充悬浮载体。 进水管，进气管和第一微孔曝气器布置在耦合反应器的底部。 进水管连接到水分配器。 进气管连接到第一微孔曝气器。 气体入口管和第二微孔曝气器布置在耦合生物反应器的中部并彼此连接。 环形溢流堰布置在耦合生物反应器的上部，并连接到出水管。 气体出口管布置在耦合生物反应器的顶部。 耦合生物反应器的高度与直径之比在3和10之间。

公开(公告)号：US20160332901A1

公开(公告)日：2016-11-17

申请号：US15112582

申请日：2015-01-30

申请人： MITSUBISHI HEAVY INDUSTRIES, LTD.

发明人： Katsunori Matsui

IPC分类号： C02F3/00 ,  C02F3/08 ,  C02F9/00 ,  C02F3/06

CPC分类号： C02F3/006 ,  C02F1/441 ,  C02F3/06 ,  C02F3/085 ,  C02F9/00 ,  C02F2003/001 ,  C02F2103/08 ,  C02F2209/005 ,  C02F2209/11 ,  C02F2209/40 ,  C02F2209/44 ,  C02F2303/16 ,  Y02A20/131 ,  Y02W10/15

摘要： A biofilm filter device in which a biofilm formed on a filter medium layer removes impurities mixed in a target liquid flowing from an upstream side so as to discharge a filtered liquid from a downstream side. The biofilm filter device includes a wash water supply unit that supplies wash water from the downstream side of the filter medium layer, and a control unit that controls a flow speed of the wash water supplied by the wash water supply unit. After the control unit supplies the wash water at a first flow speed which fluidizes only a prescribed range layer on the upstream side of the filter medium layer, the control unit supplies the wash water at a second flow speed which does not fluidize the whole filter medium layer.

摘要翻译： 一种生物膜过滤装置，其中形成在过滤介质层上的生物膜除去从上游侧流出的目标液体中混入的杂质，从而从下游侧排出经过滤的液体。 生物膜过滤装置包括从过滤介质层的下游侧供给洗涤水的洗涤水供给单元，以及控制由洗涤水供给单元供给的洗涤水的流速的控制单元。 在控制单元以过滤介质层的上游侧仅流出规定范围层的第一流速供给洗涤水之后，控制单元以不流体化过滤介质的第二流速供给洗涤水 层。

公开(公告)号：US08945378B2

公开(公告)日：2015-02-03

申请号：US13378998

申请日：2010-06-16

申请人： Holger Blum

发明人： Holger Blum

IPC分类号： C02F3/00 ,  C02F3/08 ,  C02F3/20

CPC分类号： C02F3/085 ,  C02F3/20 ,  C02F2305/06 ,  Y02W10/15

摘要： A method for cleaning waste water is provided whereby the waste water is led through a throughput tank having filler materials to which aerobic microorganisms are adhered and wherein the throughput tank is ventilated with an oxygen-containing gas. As filler materials, materials are used which have a specific weight approximately equal to the specific weight of the waste water whereby the filler materials are suspended in the waste water. The inflow of the waste water into the throughput tank and the ventilation of the throughput tank is affected from bottom of the throughput tank and in such a gas amount that the waste water and the filler bodies suspended therein are mixed and the microorganisms on the filler bodies are supplied with sufficient oxygen. The device has a throughput tank with a tank bottom, a tank wall, wherein the inflow connecting pipe and the ventilation arrangement are arranged on the tank bottom and the outflow connecting pipe is arranged at the upper area of the throughput tank.

摘要翻译： 提供了一种清洁废水的方法，其中废水通过具有填充材料的通过罐，有氧微生物被粘附到其上，并且其中通气罐用含氧气体通风。 作为填充材料，使用具有大约等于废水的比重的比重的材料，由此填料材料悬浮在废水中。 废水进入通过罐和通风罐的通风受到吞吐量罐的底部的影响，并且其中悬浮在其中的废水和填料体混合的气体量和填料体上的微生物 被供应足够的氧气。 该装置具有罐底部的通过罐，罐壁，其中流入连接管和通风装置布置在罐底部，并且流出连接管布置在通量罐的上部区域。

公开(公告)号：US20140353247A1

公开(公告)日：2014-12-04

申请号：US14271945

申请日：2014-05-07

申请人： Blue Water Technologies, Inc.

发明人： Remembrance Newcombe ,  Mark S. Lopp

IPC分类号： C02F3/00 ,  C02F3/28

CPC分类号： C02F3/006 ,  C02F3/085 ,  C02F3/2833 ,  C02F3/302 ,  C02F2003/001 ,  C02F2101/163 ,  C02F2101/166 ,  C02F2209/08 ,  C02F2209/15 ,  C02F2209/20 ,  C02F2209/40 ,  C02F2305/06 ,  Y02W10/15

摘要： The described implementations relate to water denitrification. One method obtains nitrate levels in influent and effluent of a moving bed media filter and determines carbon levels in the effluent. The method also doses carbon feedstock into the influent based on both the nitrate levels and the carbon levels.

摘要翻译： 所描述的实施方案涉及水反硝化。 一种方法在移动床介质过滤器的流入物和流出物中获得硝酸盐水平，并确定流出物中的碳水平。 该方法还基于硝酸盐水平和碳水平将碳原料分配到流入物中。

公开(公告)号：US20140332465A1

公开(公告)日：2014-11-13

申请号：US14363678

申请日：2013-02-20

申请人： SWING CORPORATION

发明人： Masayoshi Kitagawa ,  Takashi Matsumura ,  Hirokazu Isozaki ,  Masahide Suzuki

IPC分类号： C02F9/00 ,  C02F1/24 ,  C02F1/00 ,  C02F3/12

CPC分类号： C02F9/00 ,  C02F1/00 ,  C02F1/24 ,  C02F1/283 ,  C02F3/085 ,  C02F3/121 ,  C02F3/1263 ,  C02F3/1268 ,  C02F3/1273 ,  C02F3/302 ,  C02F2101/32 ,  C02F2103/365 ,  C02F2203/00 ,  C02F2209/10 ,  C02F2301/028 ,  Y02W10/15

摘要： It relates to a treatment of oil-containing waste water using a membrane biological reactor membrane biological reactor biological reactor (MBR), and it is to provide a new treatment apparatus which is capable of suppressing a reduction in biological treatment activity and suppressing an effect on a separation membrane.Provided is a membrane biological reactor having a biological reaction chamber and a membrane separation chamber, in which the it has a configuration that, within the biological reaction chamber, at least one partition is installed to have a first reaction chamber, a second reaction chamber, and if necessary, an additional reaction chamber so as to form an upflow and downflow flow path, an aeration device and a scum/oil skimmer are installed at least in the first reaction chamber, and a mixture liquid containing activated sludge is withdrawn from the membrane separation chamber and distributed and returned at least to the first reaction chamber and the second reaction chamber.

摘要翻译： 它涉及使用膜生物反应器膜生物反应器生物反应器（MBR）处理含油废水，并且提供一种能够抑制生物处理活性降低并抑制对 分离膜。 本发明提供一种具有生物反应室和膜分离室的膜生物反应器，其具有如下构造：在生物反应室内设置至少一个隔壁以具有第一反应室，第二反应室， 并且如果需要，另外的反应室以形成上流和下流的流动路径，曝气装置和浮渣/油分离器至少安装在第一反应室中，并且含有活性污泥的混合液从膜中排出 分离室并分布并至少返回到第一反应室和第二反应室。

公开(公告)号：US20140319055A1

公开(公告)日：2014-10-30

申请号：US14357595

申请日：2012-11-16

申请人： Evoqua Water Technologies LLC

发明人： Michael L. Doyle ,  Michael Casey Whittier

IPC分类号： C02F3/30

CPC分类号： C02F3/30 ,  C02F3/006 ,  C02F3/085 ,  C02F3/1268 ,  C02F3/305 ,  C02F3/308 ,  C02F2209/003 ,  C02F2209/005 ,  C02F2209/14 ,  C02F2209/15 ,  C02F2209/22 ,  C02F2209/38 ,  C02F2305/06 ,  Y02W10/15

摘要： 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.

摘要翻译： 公开了一种处理废水的方法和系统。 在一个实施方案中，该方法包括将废水引入充气的缺氧处理单元中，将含氧气体以充气的缺氧处理单元中的含氧气体流入充气缺氧处理单元中的废水中，测量曝气缺氧的废水中氮物质的浓度 处理单元，将测量的氮物质浓度与目标氮物质浓度进行比较，以响应于氮物质的差异，将充气缺氧处理单元中的含氧气体流入废水中至第二流量， 目标氮物质浓度，并且将第二流量保持足够的时间以使得在充气的缺氧处理单元中处理废水，并形成具有降低的氮物质浓度的无氧处理液体。

公开(公告)号：US20140138310A1

公开(公告)日：2014-05-22

申请号：US13923345

申请日：2013-06-20

申请人： Nanjing University

发明人： Hongqiang REN ,  Chuan NIU ,  Jinju GENG ,  Ke XU

IPC分类号： C02F3/12

CPC分类号： C02F3/085 ,  C02F1/485 ,  C02F3/107 ,  C02F2003/001 ,  C02F2305/12 ,  Y02W10/15

摘要： A device for sewage treatment including a reactor and a magnetic field generator. The reactor includes a water inlet at the upper end, a water outlet on the side wall, and a sludge outlet at the lower end. A stirrer and an aeration device are disposed in the reactor. The reactor is filled with magnetic powder and activated sludge. The magnetic field generator includes a magnetic field tester, an iron cover, a power supply, a transformer, and a spiral coil. The spiral coil loops around the outer surface of the reactor. The transformer, the spiral coil, and the power supply are connected in sequence. The iron cover surrounds the periphery and the bottom of the reactor, and the magnetic field tester is disposed within the reactor. A method for sewage treatment using the device is also provided.

摘要翻译： 一种污水处理装置，包括电抗器和磁场发生器。 反应器包括上端的进水口，侧壁上的出水口和下端的污泥出口。 搅拌器和曝气装置设置在反应器中。 反应器充满了磁粉和活性污泥。 磁场发生器包括磁场测试器，铁盖，电源，变压器和螺旋线圈​​。 螺旋线圈环绕反应堆的外表面。 变压器，螺旋线圈和电源依次连接。 铁盖围绕反应器的周边和底部，并且磁场测试器设置在反应器内。 还提供了使用该装置的污水处理方法。