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31. 发明申请

US20140319053A1 METHOD AND A SYSTEM FOR OUT-COMPETING GLYCOGEN-ACCUMULATING ORGANISMS IN A SUBSTANCE 有权
标题翻译：用于在物质中排出GLYCOGEN-ACCULULATINGS的方法和系统
公开(公告)号：US20140319053A1
公开(公告)日：2014-10-30
申请号：US14235562
申请日：2012-07-27
申请人： Per Halkjær Nielsen , Jes Vollertsen , Kim Helleshøj Sørensen
发明人： Per Halkjær Nielsen , Jes Vollertsen , Kim Helleshøj Sørensen
IPC分类号： C02F3/00 , C02F3/30
CPC分类号： C02F3/006 , C02F3/30 , C02F3/308 , C02F3/34 , C02F2209/02
摘要： A method and a substance treatment system for reducing a ratio of Glycogen-Accumulating Organisms relative to the total amount of Glycogen-Accumulating Organisms and Polyphosphate-Accumulating Organisms in a substance.A controller for controlling a waste water treatment system in accordance with the method. Use of the method according to control a waste water treatment system in accordance with the method.
摘要翻译：一种用于减少糖原积累生物相对于物质中的糖原积累生物体和聚磷酸盐积聚生物总量的比例的方法和物质处理系统。一种用于根据该方法控制废水处理系统的控制器。根据方法使用该方法控制废水处理系统。

32. 发明授权

US08821728B2 Systems, apparatuses and methods for treating waste water 有权
标题翻译：用于处理废水的系统，设备和方法
公开(公告)号：US08821728B2
公开(公告)日：2014-09-02
申请号：US14032600
申请日：2013-09-20
申请人： Kinder Morgan Operating L.P. “C”
发明人： Randy A. Galgon , Allen Ray Stickney , Richard B. Steinberg
IPC分类号： C02F3/00
CPC分类号： C02F3/286 , C02F1/28 , C02F1/38 , C02F3/006 , C02F3/082 , C02F3/2833 , C02F3/30 , C02F3/302 , C02F3/305 , C02F2209/22 , C02F2301/08 , C02F2303/16 , C02F2305/06 , Y02W10/15 , Y10S210/903
摘要： A system of treating high nitrogen content waste water is disclosed, where the system includes a precipitation and conditioning subsystem, an ammonia stripper subsystem, and a denitrification subsystem. The system is adapted to reduce nitrogen contamination to level below about 10 ppm and in certain embodiments below 3 ppm.
摘要翻译：公开了一种处理高含氮废水的系统，其中系统包括沉淀和调节子系统，氨汽提器子系统和反硝化子系统。该系统适于将氮污染降低至低于约10ppm，在某些实施方案中低于3ppm。

33. 发明授权

US08795600B2 UV disinfection system 有权
标题翻译：紫外消毒系统
公开(公告)号：US08795600B2
公开(公告)日：2014-08-05
申请号：US12393766
申请日：2009-02-26
申请人： Matthew E. Byers , John McFarland , Charlie Carrol , Adrian France , Andy Westphal , Jason Nett
发明人： Matthew E. Byers , John McFarland , Charlie Carrol , Adrian France , Andy Westphal , Jason Nett
IPC分类号： B01J19/08 , C02F3/12 , C02F1/32 , C02F3/30
CPC分类号： C02F1/325 , C02F3/1242 , C02F3/30 , C02F2201/3223 , C02F2201/326 , C02F2209/40 , C02F2209/42 , Y02W10/15
摘要： A UV Disinfection System is provided comprising a wastewater treatment device in combination with a UV treatment device. Multiple embodiments provide that the UV treatment device is contained substantially within the wastewater treatment device. Embodiments include those wherein the UV treatment device is substantially vertically oriented and extends downward from an outlet shared by the wastewater treatment device and the UV treatment device, thereby requiring all flow exiting the wastewater treatment device to pass through the UV treatment device.
摘要翻译：提供UV消毒系统，其包括与UV处理装置组合的废水处理装置。多个实施方案提供了UV处理装置基本上被包含在废水处理装置内。实施例包括其中UV处理装置基本上垂直定向并且从废水处理装置和UV处理装置共用的出口向下延伸的那些，从而要求离开废水处理装置的所有流通过UV处理装置。

34. 发明授权

US08728316B2 Membrane filter unit 有权
标题翻译：膜过滤器单元
公开(公告)号：US08728316B2
公开(公告)日：2014-05-20
申请号：US12600249
申请日：2007-05-14
申请人： Yoshihito Nakahara , Tetsuya Torichigai , Hiroyuki Okazaki
发明人： Yoshihito Nakahara , Tetsuya Torichigai , Hiroyuki Okazaki
IPC分类号： B01D65/02 , B01D63/02
CPC分类号： B01D63/043 , B01D61/18 , B01D63/026 , B01D2313/06 , B01D2313/21 , B01D2315/06 , C02F3/1273 , C02F3/30 , C02F3/308 , C02F3/34 , C02F2101/105 , C02F2101/16 , C02F2203/006 , C02F2303/20 , C02F2303/24 , C05F17/0018 , C05F17/0027 , Y02P20/145 , Y02W10/15 , Y02W30/43 , Y02W30/47
摘要： A membrane filter unit includes a hollow fiber membrane module with a plurality of sheet-like hollow fiber membrane elements arrayed in parallel at predetermined intervals, each of the hollow fiber membrane elements obtained by arranging a great number of porous hollow fiber membranes in parallel, and an air diffuser arranged below the hollow fiber membrane module for releasing minute bubbles toward a lower end of the hollow fiber membrane module and generating a gas-liquid mixed flow vertically swirling between an inner space and an outer space of the hollow fiber membrane module. The membrane filter unit has a residue eliminating mechanism for forming a forced flow in part of the mixed flow between the porous hollow fiber membranes and between the sheet-like hollow fiber membrane elements of the fiber membrane module.
摘要翻译：膜过滤器单元包括具有以预定间隔平行排列的多个片状中空纤维膜元件的中空纤维膜组件，每个中空纤维膜元件通过平行布置多个多孔中空纤维膜而获得，空气扩散器，布置在中空纤维膜组件的下方，用于向中空纤维膜组件的下端释放微小气泡，并产生在中空纤维膜组件的内部空间和外部空间之间垂直旋转的气液混合流。膜过滤器单元具有用于在多孔中空纤维膜之间和纤维膜组件的片状中空纤维膜元件之间的部分混合流中形成强制流动的残渣消除机构。

35. 发明申请

US20140052422A1 METHOD AND SYSTEM FOR WASTEWATER TREATMENT BASED ON DISSOLVED OXYGEN CONTROL BY FUZZY NEURAL NETWORK 有权
标题翻译：基于FUZZY神经网络解决氧气控制的废水处理方法与系统
公开(公告)号：US20140052422A1
公开(公告)日：2014-02-20
申请号：US13985482
申请日：2011-09-22
申请人： Jinquan Wan , Mingzhi Huang , Yongwen Ma , Yan Wang
发明人： Jinquan Wan , Mingzhi Huang , Yongwen Ma , Yan Wang
IPC分类号： G06N3/04
CPC分类号： G06N3/0436 , C02F3/006 , C02F3/30 , C02F2209/001 , C02F2209/003 , C02F2209/005 , C02F2209/04 , C02F2209/08 , C02F2209/22 , C02F2209/40 , G05B13/048 , Y02W10/15
摘要： A method and system for wastewater treatment based on dissolved oxygen control by a fuzzy neural network, the method for wastewater treatment comprising the following steps: (1) measuring art inlet water flow rate, an ORP value in an anaerobic tank, a DO value in an aerobic tank, an inlet water COD value, and an actual outlet water COD value; (2) collecting the measured sample data and sending them via a computer to a COD fuzzy neural network predictive model, so as to establish an outlet water COD predicted value, (3) comparing the outlet COD predicted value with the outlet water COD set value, so as to obtain an error and an error change rate, and using them as two input variables to adjust a suitable dissolved oxygen concentration. Accordingly, the on-line prediction and real-time control of dissolved oxygen wastewater treatment are achieved. The accurate control of dissolved oxygen concentration by the present method for wastewater treatment can achieve a saving in energy consumption while ensuring stable running of the sewage treatment system, and the outlet water quality meets the national emission standards.
摘要翻译：一种基于模糊神经网络溶解氧控制的污水处理方法和系统，废水处理方法包括以下步骤：（1）测量艺术入口水流量，厌氧池中的ORP值，DO值有氧罐，进水COD值和实际出水COD值; （2）收集测量样本数据并通过计算机将其发送到COD模糊神经网络预测模型，以建立出口水COD预测值，（3）将出口COD预测值与出口水COD设定值进行比较，以获得误差和误差变化率，并将其用作两个输入变量来调节合适的溶解氧浓度。因此，实现了在线预测和实时控制溶解氧废水处理。通过本方法对污水处理的溶解氧浓度进行准确控制可以节省能源消耗，同时确保污水处理系统的稳定运行，出水水质符合国家排放标准。

36. 发明申请

US20140021130A1 HYBRID AEROBIC AND ANAEROBIC WASTEWATER AND SLUDGE TREATMENT SYSTEMS AND METHODS 有权
标题翻译：混合空气和厌氧废水和污泥处理系统和方法
公开(公告)号：US20140021130A1
公开(公告)日：2014-01-23
申请号：US14033084
申请日：2013-09-20
申请人： SIEMENS WATER TECHNOLOGIES LLC
发明人： Wenjun Liu , Edward John Jordan , Marc Roehl
IPC分类号： C02F3/30
CPC分类号： C02F3/30 , C02F1/286 , C02F3/006 , C02F3/1215 , C02F3/1268 , C02F3/28 , C02F2301/046 , C02F2303/10 , C02F2303/24 , Y02E10/12 , Y02E50/343 , Y02W10/12 , Y02W10/15 , Y02W10/30 , Y10S210/903 , Y10S210/906
摘要： A hybrid method and system of treating wastewater with reduced energy usage is disclosed. The treatment system has a sorption system, an anaerobic digester that digests or converts at least a portion of the solids or sludge from the sorption system, and an aerobic treatment tank that partially reduces oxygen demand of a portion of the sludge from the sorption tank.
摘要翻译：公开了一种以降低能源消耗处理废水的混合方法和系统。处理系统具有吸附系统，厌氧消化器，其从吸附系统中消化或转化至少一部分固体或污泥，以及需氧处理槽，其部分地减少来自吸附罐的一部分污泥的氧需求。

37. 发明申请

US20130330128A1 WASTE WATER TREATMENT METHOD 有权
标题翻译：废水处理方法
公开(公告)号：US20130330128A1
公开(公告)日：2013-12-12
申请号：US13966003
申请日：2013-08-13
申请人： Anticline Disposal, LLC
发明人： Lee L. Shafer , John W. James , Richard D. Rath , Jesse Eubank
IPC分类号： C02F9/00
CPC分类号： C02F9/00 , C02F1/001 , C02F1/24 , C02F1/42 , C02F1/441 , C02F1/463 , C02F3/12 , C02F3/1268 , C02F3/286 , C02F3/30 , C02F2103/365 , Y02W10/15 , Y10S210/902
摘要： Systems and methods have been developed for reclaiming water contaminated with the expected range of contaminants typically associated with produced water, including water contaminated with slick water, methanol and boron. The system includes anaerobically digesting the contaminated water, followed by aerating the water to enhance biological digestion. After aeration, the water is separated using a flotation operation that effectively removes the spent friction reducing agents and allows the treated water to be reclaimed and reused as fracturing water, even though it retains levels of contaminants, including boron and methanol, that would prevent its discharge to the environment under existing standards. The treated water may further be treated by removing the methanol via biological digestion in a bioreactor, separating a majority of the contaminants from the water by reverse osmosis and removing the boron that passes through the reverse osmosis system with a boron-removing ion exchange resin.
摘要翻译：已经开发了系统和方法，用于回收被生产水所包含的污染物的预期范围污染的水，包括被光滑的水，甲醇和硼污染的水。该系统包括厌氧消化污染的水，然后充气水以增强生物消化。曝气后，使用浮选操作分离水分，该浮选操作有效地除去废摩擦还原剂，并允许处理后的水回收再利用作为压裂水，即使其保留了包括硼和甲醇在内的污染物含量，防止其在现有标准下排放到环境中。处理过的水可以通过生物反应器中的生物消化除去甲醇来进一步处理，通过反渗透将大部分污染物从水中分离出来，并用去除硼的离子交换树脂除去通过反渗透系统的硼。

38. 发明申请

US20130319940A1 WASTEWATER TREATMENT PROCESS WITH ANAEROBIC MBBR 审中-公开
标题翻译：废水处理工艺与ANAEROBIC MBBR
公开(公告)号：US20130319940A1
公开(公告)日：2013-12-05
申请号：US13903147
申请日：2013-05-28
申请人： ANAERGIA INC.
发明人： Juan Carlos JOSSE , Michael David THEODOULOU , Sasha ROLLINGS-SCATTERGOOD
IPC分类号： C02F3/28
CPC分类号： C02F3/30 , C02F3/085 , C02F3/1273 , C02F3/2813 , C02F3/2833 , C02F3/2853 , C02F3/286 , C02F11/04 , C02F11/12 , C02F2301/046
摘要： In a wastewater treatment system, feed water is processed by anaerobic digestion, preferably in an anaerobic moving bed bioreactor (AnMBBR). Effluent from the AnMBBR passes through one or more solid-liquid separation units. A solids portions is treated by hydrolysis or suspended growth anaerobic digestion. A liquid portion of the hydrolysis or suspended growth anaerobic digestion effluent is returned to the AnMBBR or blended with effluent from the AnMBBR. The AnMBBR effluent may be treated with an aerobic moving bed bioreactor (MBBR) before the one or more solid-liquid separation steps. Membrane filtration may provide a first solid-liquid separation step. A thickened waste stream may be withdrawn from a recirculation loop flowing from the first solid-liquid separation unit to the MBBR. Optionally, a solids portion separated from the feed water upstream of the AnMBBR may also be treated by hydrolysis or suspended growth anaerobic digestion.
摘要翻译：在废水处理系统中，进料水通过厌氧消化处理，优选在厌氧移动床生物反应器（AnMBBR）中处理。来自AnMBBR的流出物通过一个或多个固液分离单元。固体部分通过水解或悬浮生长厌氧消化来处理。将水解或悬浮生长的厌氧消化流出液的液体部分返回到AnMBBR或与来自AnMBBR的流出物混合。在一个或多个固液分离步骤之前，可以用有氧移动床生物反应器（MBBR）处理AnMBBR流出物。膜过滤可提供第一固液分离步骤。可以从从第一固 - 液分离单元流向MBBR的循环回路取出增稠的废物流。任选地，从AnMBBR上游的进料水分离的固体部分也可以通过水解或悬浮生长厌氧消化来处理。

39. 发明授权

US08557117B2 Methods for treating waste water 有权
公开(公告)号：US08557117B2
公开(公告)日：2013-10-15
申请号：US12854855
申请日：2010-08-11
申请人： Randy A. Galgon , Allen Ray Stickney , Richard B. Steinberg
发明人： Randy A. Galgon , Allen Ray Stickney , Richard B. Steinberg
IPC分类号： C02F3/00
CPC分类号： C02F3/286 , C02F1/28 , C02F1/38 , C02F3/006 , C02F3/082 , C02F3/2833 , C02F3/30 , C02F3/302 , C02F3/305 , C02F2209/22 , C02F2301/08 , C02F2303/16 , C02F2305/06 , Y02W10/15 , Y10S210/903
摘要： A system of treating high nitrogen content waste water is disclosed, where the system includes a precipitation and conditioning subsystem, an ammonia stripper subsystem, and a denitrification subsystem. The system is adapted to reduce nitrogen contamination to level below about 10 ppm and in certain embodiments below 3 ppm.

40. 发明申请

US20120234751A1 WASTEWATER PRETREATMENT METHOD AND SEWAGE TREATMENT METHOD USING THE PRETREAMENT METHOD 审中-公开
标题翻译：废水预处理方法和采用预处理方法的污水处理方法
公开(公告)号：US20120234751A1
公开(公告)日：2012-09-20
申请号：US13512424
申请日：2010-12-01
申请人： Jinmin Li , Liankui Zhou , Dayong Li
发明人： Jinmin Li , Liankui Zhou , Dayong Li
IPC分类号： C02F3/02 , C02F3/30
CPC分类号： C02F3/30 , C02F11/02 , Y02W10/27 , Y10S210/906
摘要： A pretreatment method is provided, which comprises the following steps: (1) wastewater feed is introduced into a first end of a first aeration basin, and is mixed with a first concentrated mixed liquor to obtain a first mixed liquor; (2) the first mixed liquor is aerated in the aeration stage of the first aeration basin to obtain a second mixed liquor at a second end of the first aeration basin; (3) the second mixed liquor is introduced into a first sedimentation basin to obtain a supernatant and the first concentrated mixed liquor; (4) the supernatant is discharged and at least a part of the first concentrated mixed liquor is returned to the first end of the first aeration basin. At the same time, a sewage treatment method using the wastewater pretreatment method is provided. The pretreatment method can be used steadily for a long time without discharging sludge.
摘要翻译：提供了一种预处理方法，其包括以下步骤：（1）将废水进料引入第一曝气池的第一端，并与第一浓缩混合液混合以获得第一混合液; （2）将第一混合液在第一曝气池的曝气阶段充气，以在第一曝气池的第二端获得第二混合液; （3）将第二混合液引入第一沉淀池中以获得上清液和第一浓缩混合液; （4）排出上清液，至少一部分第一浓缩混合液体返回到第一曝气池的第一端。同时，提供了使用废水预处理方法的污水处理方法。预处理方法可长期稳定使用，不会污泥排出。

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