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11.发明申请SYSTEM FOR ACTIVATED SLUDGE WASTEWATER TREATMENT WITH HIGH DISSOLVED OXYGEN LEVELS 失效高分解氧化水平的活性污泥废水处理系统公开(公告)号：US20090050552A1
公开(公告)日：2009-02-26
申请号：US12117785
申请日：2008-05-09
申请人： Richard A. Novak , Malcolm Fabiyi , Amitabh Gupta
发明人： Richard A. Novak , Malcolm Fabiyi , Amitabh Gupta
IPC分类号： C02F3/12
CPC分类号： C02F3/12 , B01F3/04609 , B01F13/0049 , C02F3/16 , C02F3/206 , C02F3/26 , C02F2209/001 , C02F2209/10 , C02F2209/22 , Y02W10/15
摘要： An activated sludge wastewater treatment system is provided. The disclosed system includes: an uncovered activated sludge basin; a high purity oxygen aeration system; a secondary clarifier; a return activated sludge line and a waste activated sludge line; wherein the system operates at a solids loading of between about 3000 mg and about 10000 mg of suspended solids per liter of mixed liquor; a dissolved oxygen level in the aeration basin in the range of between about 5 mg to 15 mg; and a solids retention time of between about 7 days and 40 days.
摘要翻译： 提供了一种活性污泥废水处理系统。 所公开的系统包括：未被覆盖的活性污泥池; 高纯度氧气曝气系统; 次级澄清器 回收活性污泥生产线和废活性污泥生产线; 其中所述系统以每升混合液体约3000mg至约10000mg悬浮固体之间的固体负载运行; 在曝气池中的溶解氧水平在约5mg至15mg之间的范围内; 固体保留时间为约7天至40天。
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公开(公告)号：US20080149226A1
公开(公告)日：2008-06-26
申请号：US11645443
申请日：2006-12-26
IPC分类号： C23C8/00
摘要： A method of controlling an oxygen-free heat treating process in an atmospheric pressure furnace is disclosed. The present method employs an oxygen-free gas atmosphere including hydrogen gas in concentrations between about 1.0 percent to 10.0 percent, a hydrocarbon gas, such as propylene, in concentrations of between about 0.1 percent and 10.0 percent that varies as a function of time, with the balance of the gas atmosphere being nitrogen. The presently disclosed oxygen-free carburization process uses a precisely controlled gas atmosphere to minimize inter-granular oxidation, eliminate the formation of soot and cementite, and avoid hydrogen embrittlement.
摘要翻译： 公开了一种在大气压力炉中控制无氧热处理工艺的方法。 本发明方法采用无氧气体气氛，其中浓度为约1.0％至10.0％之间的氢气，烃气体（例如丙烯）的浓度为约0.1％至10.0％，其浓度随时间而变化， 天然气气氛的平衡是氮气。 目前公开的无氧渗碳方法使用精确控制的气体气氛来最小化颗粒间氧化，消除烟灰和渗碳体的形成，并避免氢脆化。
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公开(公告)号：US20080118946A1
公开(公告)日：2008-05-22
申请号：US11602519
申请日：2006-11-21
CPC分类号： B01F3/04609 , B01F7/00358 , B01F7/0065 , B01F13/0049 , B01F2003/0456 , B01F2003/0468 , C02F3/1284 , C02F3/206 , Y02W10/15
摘要： A system and method for mixing high viscous liquids with gas is provided. The disclosed embodiments include a reactor or mixing vessel having a draft tube disposed therein, a gas injection subsystem adapted to inject gas into the reactor or mixing vessel proximate the entrance of the draft tube. The embodiments also include an agitator disposed within the draft tube which makes the draft tube the primary site for the gas-liquid mixing. In particular, the agitator is adapted to create gas bubbles having an average diameter between about 0.3 mm and 3.0 mm which are then ejected into the reactor or mixing vessel. The mass transfer efficiency associated with the present system and method is enhanced from the combined effect of gas dissolution into the high viscous liquid within the draft tube and greater bubble residence time within the high viscous liquid.
摘要翻译： 提供了一种用于将高粘度液体与气体混合的系统和方法。 所公开的实施例包括具有布置在其中的引流管的反应器或混合容器，适于将气体注入到靠近引流管入口的反应器或混合容器中的气体注入子系统。 实施例还包括设置在引流管内的搅拌器，其使引流管成为用于气液混合的主要部位。 特别地，搅拌器适于产生平均直径在约0.3mm至3.0mm之间的气泡，然后将其喷射到反应器或混合容器中。 与本系统和方法相关的传质效率从气体溶解到引流管内的高粘度液体和高粘滞液体中较大的气泡停留时间的组合效应增强。
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公开(公告)号：US20080116132A1
公开(公告)日：2008-05-22
申请号：US11881845
申请日：2007-07-30
CPC分类号： B01F3/04609 , B01F7/00358 , B01F7/0065 , B01F13/0049 , B01F2003/0456 , B01F2003/0468 , C02F3/02 , C02F3/1284 , C02F3/165 , C02F3/206 , Y02W10/15
摘要： A system and method for oxygenating an aerobic sludge digester is provided. The disclosed embodiments include an aerobic sludge digester tank or vessel having a mechanically agitated contactor disposed therein, an oxygen injection subsystem adapted to inject oxygen into the digester tank proximate the mechanically agitated contactor. The embodiments of the mechanically agitated contactor include an agitator or impeller disposed within the draft tube which makes the draft tube the primary site for the gas-liquid mixing. In particular, the agitator or impeller is adapted to create gas bubbles having an average diameter between about 0.3 mm and 3.0 mm which are then dispersed into the aerobic digester. The mass transfer efficiency associated with the present system and method is enhanced from the combined effect of oxygen dissolution into the sludge and greater bubble residence time.
摘要翻译： 本发明提供一种氧气污泥消化器的氧化系统和方法。 所公开的实施例包括一个好氧污泥消化器罐或容器，其中设置有机械搅拌的接触器，氧气注入子系统适于将氧气注入靠近机械搅拌接触器的蒸煮罐中。 机械搅拌的接触器的实施例包括设置在引流管内的搅拌器或叶轮，其使引流管成为用于气液混合的主要部位。 特别地，搅拌器或叶轮适于产生平均直径在约0.3mm至3.0mm之间的气泡，然后将其分散到需氧消化器中。 与现有系统和方法相关的传质效率从氧气溶解到污泥中的联合效应和较大的气泡停留时间得到提高。
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公开(公告)号：US4479757A
公开(公告)日：1984-10-30
申请号：US431255
申请日：1982-09-30
CPC分类号： F03B3/125 , Y02E10/223 , Y02E10/226
摘要： An improved Francis-type turbine runner permitting a significant reduction in cavitation is provided by shaping the runners extending between the ring and crown in such a fashion that at least a portion of the area of the streamlined suction face side of each blade is (when used as a turbine) exposed when viewed in the axial direction looking away from the crown.
摘要翻译： 通过以使得每个叶片的流线型吸入面侧的区域的至少一部分（当使用时）的方式使环和冠之间延伸的流道成形来提供允许空化显着减小的改进的弗朗西斯型涡轮流道 作为涡轮机）当从轴向观察时远离冠部露出。
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公开(公告)号：US10005023B2
公开(公告)日：2018-06-26
申请号：US15072969
申请日：2016-03-17
CPC分类号： B01D53/226 , B01D53/268 , B01D71/52 , B01D2256/245 , B01D2257/504 , B01D2257/80 , C10L3/104 , C10L3/106 , C10L2290/06 , C10L2290/548 , C10L2290/567 , E21B43/34 , Y02C10/10
摘要： The invention relates to a system and method of treating a flow back fluid exiting a well site following stimulation of a subterranean formation. The invention utilizes a two-stage membrane process during the period that the gas contains high concentrations of CO2 by volume, and allows for separation of CO2 from the natural gas components, providing pipeline-quality natural gas (approximately 5% CO2 by volume) to the gas collection system.
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公开(公告)号：US09656218B2
公开(公告)日：2017-05-23
申请号：US15274507
申请日：2016-09-23
IPC分类号： B01F3/00 , B01F13/00 , B01F3/04 , B01F7/00 , C02F3/12 , C02F3/16 , C02F3/20 , C02F3/26 , C02F101/30
CPC分类号： B01F3/04539 , B01F3/04106 , B01F3/04262 , B01F3/04609 , B01F7/00358 , B01F7/00733 , B01F13/0049 , B01F2003/04553 , B01F2003/04666 , B01F2003/04673 , B01F2003/0468 , B01F2003/04709 , B01F2215/0431 , C02F3/1284 , C02F3/16 , C02F3/206 , C02F3/26 , C02F2101/301 , Y02W10/15
摘要： A method and apparatus for injecting a gas into a liquid in which a rotating helical impeller within a draft tube submerged in the liquid creates a liquid flow within the draft tube. Gas bubbles are injected into the draft tube either above or below or alongside the helical impeller or in all three locations. The liquid is drawn into the draft tube with a superficial velocity greater than a substantially uniform terminal ascent velocity of the gas bubbles to allow entrainment of undissolved gas bubbles in the bulk liquid into the liquid being drawn into the draft tube. The gas bubbles are injected with a uniform diameter of between about 10.0 microns and about 1.0 millimeters. The small bubble size enhances the dissolution of the gas into the liquid and also allow the entrainment of the gas into the liquid being drawn into the draft tube.
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公开(公告)号：US07497949B2
公开(公告)日：2009-03-03
申请号：US11881845
申请日：2007-07-30
IPC分类号： C02F3/00
CPC分类号： B01F3/04609 , B01F7/00358 , B01F7/0065 , B01F13/0049 , B01F2003/0456 , B01F2003/0468 , C02F3/02 , C02F3/1284 , C02F3/165 , C02F3/206 , Y02W10/15
摘要： A system and method for oxygenating an aerobic sludge digester is provided. The disclosed embodiments include an aerobic sludge digester tank or vessel having a mechanically agitated contactor disposed therein, an oxygen injection subsystem adapted to inject oxygen into the digester tank proximate the mechanically agitated contactor. The embodiments of the mechanically agitated contactor include an agitator or impeller disposed within the draft tube which makes the draft tube the primary site for the gas-liquid mixing. In particular, the agitator or impeller is adapted to create gas bubbles having an average diameter between about 0.3 mm and 3.0 mm which are then dispersed into the aerobic digester. The mass transfer efficiency associated with the present system and method is enhanced from the combined effect of oxygen dissolution into the sludge and greater bubble residence time.
摘要翻译： 本发明提供一种氧气污泥消化器的氧化系统和方法。 所公开的实施例包括一个好氧污泥消化器罐或容器，其中设置有机械搅拌的接触器，氧气注入子系统适于将氧气注入靠近机械搅拌接触器的蒸煮罐中。 机械搅拌的接触器的实施例包括设置在引流管内的搅拌器或叶轮，其使引流管成为用于气液混合的主要部位。 特别地，搅拌器或叶轮适于产生平均直径在约0.3mm至3.0mm之间的气泡，然后将其分散到需氧消化器中。 与现有系统和方法相关的传质效率从氧气溶解到污泥中的联合效应和较大的气泡停留时间得到提高。
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公开(公告)号：US20080128352A1
公开(公告)日：2008-06-05
申请号：US11930264
申请日：2007-10-31
CPC分类号： C02F3/006 , C02F1/78 , C02F3/1221 , C02F3/1273 , C02F11/06 , Y02W10/15
摘要： A system and method for the treatment and reduction of sludge via ozonation in a wastewater treatment process is disclosed. The sludge treatment system comprises: a sludge ozonation reactor coupled to an activated sludge treatment basin and adapted to receive a liquid stream of sludge containing biosolids from the activated sludge treatment basin. The sludge treatment system also includes an ozone-enriched gas injection system operatively coupled to the reactor and adapted to inject ozone-enriched gas into the liquid stream at or upstream of the sludge ozonation reactor. The sludge ozonation reactor is configured to allow effective gas-liquid contacting between the ozone-enriched gas and the liquid stream so as to oxidize the biosolids in the liquid stream and initiate bacterial cell lysis thereby reducing the biosolids. Upon reduction of the biosolids, the liquid stream is returned via a return line to the activated sludge basin or other discharge point.
摘要翻译： 公开了一种在废水处理工艺中通过臭氧处理和还原污泥的系统和方法。 污泥处理系统包括：与活性污泥处理池相连的污泥臭氧化反应器，适于从活性污泥处理池接收含有生物固体的污泥的液体流。 污泥处理系统还包括可操作地耦合到反应器的臭氧富集的气体注入系统，并且适于将臭氧富集的气体注入到污泥臭氧反应器中或上游的液体流中。 污泥臭氧化反应器被配置为允许在富含臭氧的气体和液体流之间有效的气液接触，以便使液体物流中的生物固体氧化并引发细菌细胞裂解从而减少生物固体。 在还原生物固体后，液流通过返回管线返回到活性污泥池或其他排放点。
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20.发明申请METHOD FOR ACTIVATED SLUDGE WASTEWATER TREATMENT WITH HIGH DISSOLVED OXYGEN LEVELS 失效高分解氧化水平活性污泥废水处理方法公开(公告)号：US20090050562A1
公开(公告)日：2009-02-26
申请号：US12117791
申请日：2008-05-09
申请人： Richard A. Novak , Malcolm Fabiyi , Amitabh Gupta
发明人： Richard A. Novak , Malcolm Fabiyi , Amitabh Gupta
IPC分类号： C02F3/26
CPC分类号： C02F3/12 , B01F3/04609 , B01F13/0049 , C02F3/16 , C02F3/206 , C02F3/26 , C02F2209/001 , C02F2209/10 , C02F2209/22 , Y02W10/15
摘要： An activated sludge wastewater treatment method is provided. The disclosed method includes: receiving a stream of wastewater into a mixed liquor in an uncovered activated sludge basin; introducing high purity oxygen to the mixed liquor in the activated sludge basin to produce euoxic conditions (i.e. a dissolved oxygen level in the range of between about 5 mg to 15 mg) in the activated sludge basin; passing a portion of the mixed liquor in the activated sludge basin through a clarifier to separate activated sludge and produce an effluent stream and an activated sludge stream; and recycling a portion of the activated sludge stream to the activated sludge basin to produce a mixed liquor having a solids loading of between about 3000 mg and about 10000 mg of suspended solids per liter of mixed liquor and a solids retention time of between about 7 days and 40 days.
摘要翻译： 提供了一种活性污泥废水处理方法。 所公开的方法包括：将废水流接收到未覆盖的活性污泥池中的混合液中; 向活性污泥池中的混合液中引入高纯度的氧气，以产生活性污泥池中的无氧条件（即溶解氧水平在约5mg至15mg之间）; 将活性污泥池中的一部分混合液通过澄清器分离出活性污泥并产生流出物流和活性污泥流; 并将活性污泥流的一部分再循环到活性污泥池中以产生每升混合液体的固体负载量为约3000mg至约10000mg悬浮固体和约7天之间的固体保留时间的混合液 和40天。
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