公开(公告)号：US09938172B2

公开(公告)日：2018-04-10

申请号：US14358169

申请日：2012-04-10

申请人： Kazuhide Kamimura ,  Takuhiro Maeda ,  Morikata Nishida ,  Kosuke Shigiishi ,  Seiichi Terakura ,  Hideo Suzuki ,  Gaku Kondo

发明人： Kazuhide Kamimura ,  Takuhiro Maeda ,  Morikata Nishida ,  Kosuke Shigiishi ,  Seiichi Terakura ,  Hideo Suzuki ,  Gaku Kondo

IPC分类号： C02F3/12 ,  C02F9/14 ,  C02F3/00 ,  C02F3/06 ,  C02F3/04 ,  C02F103/34 ,  C02F1/32 ,  C02F1/46 ,  C02F1/66

CPC分类号： C02F3/006 ,  C02F1/32 ,  C02F1/4604 ,  C02F1/4608 ,  C02F1/66 ,  C02F3/04 ,  C02F3/06 ,  C02F3/1226 ,  C02F3/1268 ,  C02F3/1273 ,  C02F2103/34 ,  C02F2209/001 ,  C02F2209/08 ,  C02F2209/20 ,  C02F2209/40 ,  Y02W10/15

摘要： A wastewater treatment device includes a first biological treatment device (10) that treats wastewater through a membrane-separated activated sludge method; a second biological treatment device (20) that treats wastewater through a biofilm method; measurement units (31, 32) that measure load concentration and flow rate in the wastewater flowing upstream of the first biological treatment device (10) and the second biological treatment device (20); and a control unit (30) that calculates a load quantity from the load concentration and the flow rate, determines, according to the load quantity, a distribution ratio between a flow rate of the wastewater supplied to the first biological treatment device (10) and a flow rate of the wastewater supplied to the second biological treatment device (20), and adjusts the flow rate of the wastewater supplied to the first biological treatment device (10) and the second biological treatment device (20), based on the distribution ratio.

公开(公告)号：US20160272521A1

公开(公告)日：2016-09-22

申请号：US15090092

申请日：2016-04-04

申请人： D.C. Water and Sewer Authority

发明人： Sudhir N. Murthy ,  Bernhard Wett ,  Haydee Declippeleir

IPC分类号： C02F3/12 ,  C02F1/52 ,  C02F1/00 ,  C02F3/28 ,  C02F3/30

CPC分类号： C02F3/1221 ,  C02F1/52 ,  C02F3/1226 ,  C02F3/307 ,  C02F2209/10 ,  C02F2209/105 ,  C02F2303/24 ,  Y02W10/15

摘要： An apparatus and method for selecting, retaining or bioaugmenting solids in an activated sludge process for improving wastewater treatment using a screen device. If desired, the screen device may include a drum, and the rotating speed of the drum may be used to control the solids retained. Effluent including waste biomass may exit the screen device. No other discharge unit from the screen device may be required.

摘要翻译： 用于选择，保留或生物活化污泥工艺中固体的装置和方法，以改进使用筛网装置的废水处理。 如果需要，屏幕装置可以包括鼓，并且滚筒的旋转速度可以用于控制保留的固体。 包括废弃生物质在内的废水可能会离开屏幕装置。 不需要屏幕装置的其他放电单元。

公开(公告)号：US09017556B2

公开(公告)日：2015-04-28

申请号：US13138087

申请日：2009-12-21

申请人： Nozomu Ikuno ,  Motomu Koizumi

发明人： Nozomu Ikuno ,  Motomu Koizumi

IPC分类号： C02F3/00 ,  C02F9/00 ,  C02F1/76 ,  C02F3/12 ,  C02F1/32 ,  C02F1/42 ,  C02F1/44 ,  C02F101/16 ,  C02F101/38 ,  C02F103/04

CPC分类号： C02F9/00 ,  C02F1/32 ,  C02F1/42 ,  C02F1/441 ,  C02F1/444 ,  C02F1/763 ,  C02F3/1226 ,  C02F2101/16 ,  C02F2101/38 ,  C02F2103/04 ,  C02F2209/22 ,  C02F2301/063 ,  Y02W10/15

摘要： Ultrapure water of high purity having extremely low TOC concentration is produced by efficiently degrading urea in raw water by biological activated carbon treatment even when the raw water contains ammonium nitrogen. The ultrapure water production method, where raw water is treated in a primary pure water system, and then the resulting water is treated in a subsystem, contains a step of treating pretreated water with chlorine based oxidizer added by a biological treatment means installed upstream to the subsystem. Chlorine based oxidizer is added so that the chlorine based oxidizer concentration is 5 times or more than the ammonium nitrogen concentration of water treated in the biological treatment means in terms of Cl2.

摘要翻译： 通过生物活性炭处理即使在原水含有铵态氮的情况下也能有效降解原水中的尿素来生产具有极低TOC浓度的高纯度超纯水。 超纯水生产方法，其中原水在初级纯水系统中处理，然后所得水在子系统中处理，包含用氯基氧化剂处理预处理水的步骤，其通过安装在上游的生物处理装置 子系统。 加入氯系氧化剂，使得氯系氧化剂的浓度比生物处理装置中Cl2处理的水的铵氮浓度高5倍以上。

公开(公告)号：US20130220921A1

公开(公告)日：2013-08-29

申请号：US13863745

申请日：2013-04-16

申请人： William G. CONNER ,  Osama I. FAGEEHA ,  Thomas E. SCHULTZ

发明人： William G. CONNER ,  Osama I. FAGEEHA ,  Thomas E. SCHULTZ

IPC分类号： C02F9/00

CPC分类号： C02F9/00 ,  B01D21/02 ,  B01D21/262 ,  B01D21/267 ,  C02F1/281 ,  C02F1/283 ,  C02F1/288 ,  C02F1/305 ,  C02F1/307 ,  C02F3/006 ,  C02F3/02 ,  C02F3/121 ,  C02F3/1221 ,  C02F3/1226 ,  C02F3/1268 ,  C02F3/2853 ,  C02F3/286 ,  C02F11/00 ,  C02F2001/007 ,  C02F2003/001 ,  C02F2003/003 ,  C02F2209/001 ,  C02F2209/003 ,  C02F2209/08 ,  C02F2209/11 ,  C02F2303/04 ,  C02F2303/24 ,  C05F17/009 ,  Y02P20/133 ,  Y02P20/145 ,  Y02W10/15 ,  Y02W30/43

摘要： The present invention provides a method for treating wastewater in which the majority of solids and biological oxygen demand compounds are separated from the wastewater feed using a primary separation process, to produce a solids phase and a water phase. The solids phase is irradiated to reduce the level of pathogens such that it is safe to use as a soil substitute and/or additive so that the solids can thus be disposed of in an environmentally-friendly manner. In additional embodiments, the solids that have been disinfected by radiation are mixed with a suitable inert filler material to produce a soil substitute, fertilizer, compost, or other soil additive. The liquid phase is treated in a substantially smaller system than would be required for treating the full-strength wastewater that can include a suspended media biological regeneration reactor system. The liquid treatment system can include a high flux adsorbent material treatment system integrated with a low flux adsorbent material biological regeneration reactor.

摘要翻译： 本发明提供了一种处理废水的方法，其中大部分固体和生物需氧化合物与废水进料分离使用初级分离方法，以产生固体相和水相。 照射固体相以降低病原体的水平，使得其可以安全地用作土壤替代物和/或添加剂，从而可以以环境友好的方式处理固体。 在另外的实施方案中，已经通过辐射消毒的固体与合适的惰性填料混合以产生土壤替代物，肥料，堆肥或其它土壤添加剂。 液相以比处理能够包括悬浮介质生物再生反应器系统的全部强度废水所需的系统要小得多的处理。 液体处理系统可以包括与低通量吸附材料生物再生反应器集成的高通量吸附材料处理系统。

公开(公告)号：US07754081B2

公开(公告)日：2010-07-13

申请号：US11632482

申请日：2005-07-15

申请人： Yasuhiro Baba ,  Hiroaki Fujii ,  Hidehiko Okabe ,  Goro Kobayashi

发明人： Yasuhiro Baba ,  Hiroaki Fujii ,  Hidehiko Okabe ,  Goro Kobayashi

IPC分类号： C02F3/30

CPC分类号： C02F3/1226 ,  C02F1/44 ,  C02F1/52 ,  C02F3/12 ,  C02F9/00 ,  C02F2101/38 ,  Y02W10/15 ,  Y10S210/908

摘要： A method of wastewater treatment that reduced equipment cost and running cost and realizes high efficiency implementation and further tank miniaturization, and that reduces excess sludge withdrawal. There is provided a method of wastewater treatment with excess sludge withdrawal reduced, characterized in that there are installed an aeration tank wherein wastewater is brought into contact with carrier particles under aerobic conditions, a total oxidization tank and a sedimentation tank, and that operation is made while maintaining the BOD sludge load in the total oxidization tank at 0.08 kg-BOD/Kg-MLSS*day or smaller, and that a coagulant is charged in the complete oxidization tank in order to improve the setting in the sedimentation tank.

摘要翻译： 一种废水处理方法，降低了设备成本和运行成本，实现了高效率的实施和进一步的罐体小型化，减少了多余的污泥回收。 提供了一种废水处理方法，其中减少了多余的污泥回收，其特征在于安装有曝气池，其中废水在需氧条件下与载体颗粒接触，总氧化池和沉淀池，并进行操作 同时将总氧化池中的BOD污泥负荷维持在0.08kg-BOD / Kg-MLSS *天或更小，并且将凝结剂装入完全氧化槽中以改善沉淀池中的沉淀。

公开(公告)号：US07452468B2

公开(公告)日：2008-11-18

申请号：US11534770

申请日：2006-09-25

申请人： William G. Smith

发明人： William G. Smith

IPC分类号： C02F3/06 ,  C02F3/12

CPC分类号： C02F3/1226 ,  C02F2101/103 ,  C02F2101/16 ,  C02F2209/02 ,  C02F2303/02 ,  Y02W10/15

摘要： Introducing a combination of suspended attached growth Medias and biological reactants into a sewage treatment process with or without additional reaction to improve and increase capacity of a given process. Media and biological reactants can be disposed in a perforated container or flexible container that can be submerged in a sequencing bed reactor or the aeration and/or mixing tanks of an activated sludge sewage treatment process.

摘要翻译： 将悬浮的生长媒介和生物反应物的组合引入到污水处理过程中，或者是否进行额外的反应以改善和增加给定过程的能力。 介质和生物反应物可以放置在穿孔容器或柔性容器中，该容器或柔性容器可以浸没在排序床反应器或活性污泥污水处理过程的曝气和/或混合罐中。

公开(公告)号：US20080073270A1

公开(公告)日：2008-03-27

申请号：US11534770

申请日：2006-09-25

申请人： William G. Smith

发明人： William G. Smith

IPC分类号： C02F3/00

CPC分类号： C02F3/1226 ,  C02F2101/103 ,  C02F2101/16 ,  C02F2209/02 ,  C02F2303/02 ,  Y02W10/15

摘要： Introducing a combination of suspended attached growth Medias and biological reactants into a sewage treatment process with or without additional reaction to improve and increase capacity of a given process. Media and biological reactants can be disposed in a perforated container or flexible container that can be submerged in a sequencing bed reactor or the aeration and/or mixing tanks of an activated sludge sewage treatment process.

摘要翻译： 将悬浮的生长媒介和生物反应物的组合引入到污水处理过程中，或者是否进行额外的反应以改善和增加给定过程的能力。 介质和生物反应物可以放置在穿孔容器或柔性容器中，该容器或柔性容器可以浸没在排序床反应器或活性污泥污水处理过程的曝气和/或混合罐中。

公开(公告)号：US20080073269A1

公开(公告)日：2008-03-27

申请号：US11675113

申请日：2007-02-15

申请人： William G. Smith

发明人： William G. Smith

IPC分类号： C02F3/02

CPC分类号： C02F3/1226 ,  C02F2101/103 ,  C02F2101/16 ,  C02F2209/02 ,  C02F2303/02 ,  Y02W10/15

摘要： Introducing a combination of suspended attached growth Medias and biological reactants into a sewage treatment process with or without additional reaction to improve and increase capacity of a given process. Media and biological reactants can be disposed in a perforated container or flexible container that can be submerged in a sequencing bed reactor or the aeration and/or mixing tanks of an activated sludge sewage treatment process.

摘要翻译： 将悬浮的生长媒介和生物反应物的组合引入到污水处理过程中，或者是否进行额外的反应以改善和增加给定过程的能力。 介质和生物反应物可以放置在穿孔容器或柔性容器中，该容器或柔性容器可以浸没在排序床反应器或活性污泥污水处理过程的曝气和/或混合罐中。

公开(公告)号：US20070163955A1

公开(公告)日：2007-07-19

申请号：US11331540

申请日：2006-01-13

申请人： Jyh-Wei Sun

发明人： Jyh-Wei Sun

IPC分类号： C02F3/02

CPC分类号： C02F3/1226 ,  B01D21/0039 ,  B01D21/06 ,  B01D21/08 ,  B01D21/2488 ,  C02F1/38 ,  C02F1/52 ,  C02F1/56 ,  C02F3/12 ,  C02F2001/007 ,  C02F2209/08 ,  C02F2209/10 ,  C02F2301/043 ,  C02F2305/12 ,  Y02W10/15

摘要： A method and system for treating water or wastewater to remove both soluble BOD and suspended solids. The method entails directing first and second water or wastewater streams to a treatment system including an activated sludge system and a ballasted flocculation system. The first water or wastewater stream is directed to the activated sludge system which includes at least one reactor and a clarifier. The second water or wastewater stream is directed to a ballasted flocculation system. Mixed liquor or activated sludge is directed from the activated sludge system to a mixing chamber that is located upstream from the ballasted flocculation system. The water or wastewater of the second stream is mixed with the mixed liquor or activated sludge in the mixing chamber. The mixed liquor from the mixing chamber is directed to and through the ballasted flocculation system. In the end, the soluble BOD in the second water or wastewater stream is reduced and suspended solids in the water or wastewater are also reduced.

摘要翻译： 一种用于处理水或废水以除去可溶性BOD和悬浮固体的方法和系统。 该方法需要将第一和第二水或废水流引导到包括活性污泥系统和压载絮凝系统的处理系统。 第一个水或废水流被引导到包括至少一个反应器和澄清器的活性污泥系统。 第二个水或废水流被引导到镇流絮凝系统。 混合液体或活性污泥从活性污泥系统引导到位于镇流絮凝体系上游的混合室。 将第二流的水或废水与混合室中的混合液或活性污泥混合。 来自混合室的混合液体被引导并通过压载絮凝系统。 最后，第二水或废水流中的可溶性BOD被还原，并且水或废水中的悬浮固体也降低。

公开(公告)号：US06863818B2

公开(公告)日：2005-03-08

申请号：US10365567

申请日：2003-02-11

申请人： Glen T. Daigger ,  Albert M. Wollmann ,  Sudhir N. Murthy ,  Edwin J. Fleischer ,  Thomas A. Broderick

发明人： Glen T. Daigger ,  Albert M. Wollmann ,  Sudhir N. Murthy ,  Edwin J. Fleischer ,  Thomas A. Broderick

IPC分类号： C02F1/28 ,  C02F3/00 ,  C02F3/12 ,  C02F3/30

CPC分类号： C02F3/30 ,  C02F1/283 ,  C02F3/006 ,  C02F3/12 ,  C02F3/121 ,  C02F3/1226 ,  C02F3/1273 ,  C02F3/308 ,  C02F2209/22 ,  Y02W10/15

摘要： An apparatus using activated sludge for the removal of biological nutrients from a wastewater includes a bioreactor for containing a mixture of wastewater under treatment and activated sludge. The bioreactor is divided into a plurality of serially connected treatment zones and includes a wastewater inlet, a downstream aerobic zone and an upstream aerobic zone between the wastewater inlet and the downstream aerobic zone, the upstream and downstream aerobic zones being separated by an anoxic zone. A method for removal of nutrients from a wastewater includes providing a wastewater to an inlet of a serial, multi-zone, activated sludge bioreactor containing an activated sludge. The bioreactor has a downstream aerobic zone from which water is removed and an upstream aerobic zone between the wastewater inlet and the downstream aerobic zone, the upstream and downstream aerobic zones being separated by an anoxic zone.

摘要翻译： 使用活性污泥从废水中除去生物营养物质的装置包括用于含有处理废水和活性污泥的混合物的生物反应器。 生物反应器分为多个串联连接的处理区，包括废水入口，下游需氧区和污水入口与下游好氧区之间的上游好氧区，上游和下游好氧区被缺氧区隔开。 从废水中去除营养物的方法包括向含有活性污泥的连续多区活性污泥生物反应器的入口提供废水。 生物反应器具有下游需氧区，水从其中被除去，并且在废水入口和下游需氧区之间的上游好氧区，上游和下游好氧区被缺氧区分离。