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公开(公告)号：US4425231A
公开(公告)日：1984-01-10
申请号：US297000
申请日：1981-08-27
申请人： Tadao Fujimoto , Tadaaki Kawasugi
发明人： Tadao Fujimoto , Tadaaki Kawasugi
摘要： A waste water treating apparatus includes a circulation type aeration tank having a downward flow chamber and an upward flow chamber extending in the depth direction and communicating with each other at the upper and lower ends thereof. An oxygen containing gas is supplied to the downward flow chamber and waste water and return sludge are supplied to a given position or elevation of the upward flow chamber to be mixed with a mixed liquor flowing through the upward flow chamber, whereby a reduction zone with a low concentration of dissolved oxygen is formed at the upper portion of the upward flow chamber. Denitrification takes place in the above described reduction zone.
摘要翻译： 废水处理装置包括循环式曝气池，其具有沿深度方向延伸的向下流动室和向上流动室，并在其上端和下端彼此连通。 将含氧气体供应到向下流动室，并将废水和返回污泥供应到向上流动室的给定位置或高度以与流过向上流动室的混合液体混合，由此具有 在向上流动室的上部形成低浓度的溶解氧。 脱氮发生在上述还原区中。
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公开(公告)号：US4377395A
公开(公告)日：1983-03-22
申请号：US247132
申请日：1981-03-24
CPC分类号： C02F3/226 , B01D19/0015 , B01D53/18 , Y02W10/15
摘要： The invention provides a process for multistep gassing of liquids streaming downward in a gassing apparatus, which comprises using a gassing apparatus consisting of at least two superposed downstream parts, wherein the gas is fed in at the upper end of each downstream part, the gas bubbles are separated at the lower end of each downstream part and the separated gas bubbles are discharged to the outside.The invention provides furthermore a corresponding gassing apparatus.
摘要翻译： 本发明提供了一种用于在放气装置中向下流动的液体的多步骤放气的方法，其包括使用由至少两个叠加的下游部分组成的放气装置，其中气体在每个下游部分的上端进料，气泡 在每个下游部分的下端分离，并且分离的气泡被排出到外部。 本发明还提供了一种相应的放气装置。
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公开(公告)号：US4367146A
公开(公告)日：1983-01-04
申请号：US300997
申请日：1981-09-10
摘要： An improved method and apparatus is provided for the treatment of sewage waste in a long vertical shaft bioreactor wherein waste sewage is caused to circulate under air injected oxidizing conditions around a loop comprising adjacent riser and downcomer chambers connected at their upper and lower ends. The improved method comprises the steps of introducing influent waste at depth into the riser chamber at a point higher in the riser than the point of air injection and withdrawing treated effluent from the riser at a point lower in the riser than the point of air injection. A separation chamber may also be operatively connected to the riser chamber to recover sludge for return to the bioreactor. The method provides an improvement in oxygen uptake rate and reduces the anoxic zone in the reactor thus providing additional capacity for BOD.sub.5 removal.
摘要翻译： 提供了一种改进的方法和设备，用于在长垂直轴生物反应器中处理污水废物，其中废气污染物在空气注入的氧化条件周围循环，包括在其上端和下端连接的相邻立管和降液管室。 改进的方法包括以下步骤：将深度的进水废物在提升管中比在空气注入点处高一点的位置将进水废物引入提升管中，并且在提升管中比在空气注入点处的提升管下降点处理排出物。 分离室也可操作地连接到提升管室以回收污泥以返回到生物反应器。 该方法提供氧气摄取速率的改善并且减少反应器中的缺氧区域，从而提供除去BOD5的额外容量。
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54.发明授权Method for the froth flotation separation and treatment of slowly biodegradable components in waste treatment 失效废物处理中泡沫浮选分离和处理缓慢生物降解成分的方法
公开(公告)号：US4340484A
公开(公告)日：1982-07-20
申请号：US264839
申请日：1981-05-18
摘要： In a long vertical shaft bioreactor for the treatment of degradable wastes in a circulating loop, a process is provided for separating and treating the slowly biodegradable components of the waste. The process comprises the steps of aerating and oxidizing the waste liquor in the reactor to produce an effluent and a foam which foam contains the slowly biodegradable components, which have not been degraded in the oxidizing step, separating and collecting the foam, collapsing the foam and subjecting the collapsed foam to further aeration/oxidation treatment to produce a treated effluent. The thus further treated effluent is returned to the bioreactor for reprocessing.
摘要翻译： 在用于处理循环回路中的可降解废物的长垂直轴生物反应器中，提供了用于分离和处理废物的缓慢生物降解成分的方法。 该方法包括以下步骤：对反应器中的废液进行充气和氧化以产生流出物和泡沫，泡沫包含缓慢生物降解的组分，其在氧化步骤中未被降解，分离和收集泡沫，使泡沫塌陷，以及 对塌陷的泡沫进行进一步的曝气/氧化处理以产生经处理的流出物。 将如此进一步处理的流出物返回生物反应器进行再处理。
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公开(公告)号：US4338197A
公开(公告)日：1982-07-06
申请号：US246434
申请日：1981-03-23
申请人： David H. Bolton
发明人： David H. Bolton
CPC分类号： C02F3/006 , C02F3/226 , C02F2209/42 , Y02W10/15
摘要： This invention provides a method for treating wastewater by circulating wastewater around a system comprising a downcomer and a riser which communicate directly at their lower ends, the level of the wastewater in the downcomer being maintained above the level of the wastewater in the riser to provide a hydrostatic pressure head which causes circulation of the wastewater around the system, supplying a gas containing oxygen to the wastewater as it passes through the downcomer, pumping the wastewater from the top of the riser back into the top of the downcomer and removing treated wastewater from the riser at the same rate as wastewater is introduced into the system characterized in that the height of the hydrostatic pressure head is controlled by adjusting the height at which treated wastewater is removed from the riser and the level of the wastewater in the riser. The invention also provides an apparatus for putting the method into practice.
摘要翻译： 本发明提供了一种处理废水的方法，该系统围绕包括降液管和立管在其下端直接连通的系统循环废水，降液管中的废水水平维持在提升管中的废水水平以上， 静水压头，其导致系统周围的废水循环，当废水通过降液管时，向废水提供含氧气体，将废水从提升管的顶部抽回到降液管的顶部，并从处理废水中除去经处理的废水 提升管以与废水相同的速率被引入到系统中，其特征在于通过调节经处理的废水从提升管中移除的高度和提升管中废水的水平来控制静水压头的高度。 本发明还提供了一种将该方法付诸实践的装置。
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公开(公告)号：US4301007A
公开(公告)日：1981-11-17
申请号：US190014
申请日：1980-09-22
申请人： Guy Savard , Robert G. H. Lee , Derek Hornsey
发明人： Guy Savard , Robert G. H. Lee , Derek Hornsey
摘要： A biological waste water treatment carried out in a single tank. The conditions in the tank are controlled to provide a biological reaction zone containing waste water and biodegrading organisms and an overlying clarification zone from which an effluent of treated waste water flows. The recycle stream is continuously withdrawn from the biological reaction zone, supplemented with influent waste water, passed through an oxygen-dissolving device, and the supplemented stream returned to the reaction zone. The oxygen is monitored and supplied to satisfy the demands of the organisms and, at the same time, to keep the oxygen in solution. The supplemented recycle stream is continuously injected along the bottom of the biological reaction zone in a horizontal shallow inflow having a width substantially greater than its depth and a flow considerably greater than that of the influent. And, the recycle stream is withdrawn from near the bottom of the reaction zone, at a vicinity remote from the inflow, in an outflow having a substantially greater width than its depth. In this way there is created between the inflow and the outflow a horizontally relatively fast flowing undercurrent having an extensive uninterrupted interface with an overlying relatively quiescent body of mixed liquor flowing upwardly relatively slowly.
摘要翻译： 在单个罐中进行生物废水处理。 控制罐中的条件以提供含有废水和生物降解生物体的生物反应区，以及处理过的废水流出物的上层澄清区。 再循环流从生物反应区连续排出，补充有流入的废水，通过氧气溶解装置，补充的物流返回到反应区。 监测和供应氧气以满足生物体的需要，并同时将氧气保持在溶液中。 补充的再循环物流沿着生物反应区的底部连续注入，其宽度大大大于其深度，流量明显大于流入物的流量。 并且，在远离流入物的附近，在具有比其深度大得多的宽度的流出物中，从反应区的底部附近回收再循环流。 以这种方式，在流入和流出之间产生水平相对快速流动的底流，其具有与相对缓慢地向上流动的上层相对静止的混合液体的不间断的界面。
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公开(公告)号：US3976575A
公开(公告)日：1976-08-24
申请号：US599876
申请日：1975-07-28
申请人： John K. Sullins
发明人： John K. Sullins
CPC分类号： C02F3/1294 , B01F3/04503 , C02F3/223 , C02F3/226 , C02F3/24 , Y02W10/15 , Y10S261/75
摘要： A liquid aeration device includes a head box having a bottom wall, a pair of spaced side walls interconnected with the bottom wall, and a pair of spaced transverse walls interconnected with the side and bottom walls to form a receiver chamber into which liquid to be aerated is fed and from which such liquid passes through orifice means formed in one transverse wall of the head box from whence the liquid by free fall passes through an entry chamber and enters a vertically disposed downcomer conduit interconnected at its bottom with a pressure chamber to which a vertically disposed riser conduit is also connected. A third transverse wall is interconnected with the side walls and spaced downstream somewhat from the transverse wall in which the orifice means is formed and since the head box is of the open top type, an excess of liquid which overflows the transverse wall having the orifice means is allowed to overflow the third transverse wall and to fall by free fall downwardly through the space adjacent the upper end of the riser conduit. If desired a second or more phases may be used and which would include the above described components.
摘要翻译： 液体曝气装置包括具有底壁，与底壁相互连接的一对隔开的侧壁的头箱和与侧壁和底壁相互连接的一对隔开的横向壁，以形成接收室，待充气的液体 这种液体通过这种液体通过形成在头箱的一个横向壁中的孔口装置，从该液体通过自由下落通过进入室并进入其底部互连的垂直设置的降液管，其压力室与 垂直设置的立管导管也连接。 第三横向壁与侧壁互连并且与形成孔口装置的横向壁稍微间隔开，并且由于头箱是开放顶部型式，所以过量的液体溢出具有孔口装置的横向壁 被允许溢出第三横向壁并且通过自由落下通过靠近提升管道上端的空间而下降。 如果需要，可以使用第二个或更多个相，并且包括上述组分。
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公开(公告)号：US09790112B2
公开(公告)日：2017-10-17
申请号：US13944263
申请日：2013-07-17
申请人： AQUANOS ENERGY LTD.
发明人： Remy Blanc , Ehud Leshem
IPC分类号： C02F3/02 , C02F3/08 , C02F3/12 , C02F3/32 , C02F3/34 , C02F3/06 , C02F3/10 , C02F3/22 , C02F3/30 , C02F101/30
CPC分类号： C02F3/025 , C02F3/06 , C02F3/085 , C02F3/104 , C02F3/1257 , C02F3/223 , C02F3/226 , C02F3/30 , C02F3/325 , C02F3/341 , C02F2101/30 , C02F2305/06 , Y02W10/15 , Y02W10/37
摘要： Systems and methods for aerobically processing waste, in which an aerobic bioreactor is in selective fluid communication with a source of oxygen-rich liquid medium. The aerobic bioreactor is configured for aerobically processing waste via bacteria fixed on media to provide processed effluent from the waste. The source of oxygen-rich liquid medium is different from the aerobic bioreactor.
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59.发明申请SEWAGE WATER DEPURATION PLANT, COMPRISING A VERTICAL REACTOR, WITH IMPROVED NITROGEN TREATMENT 审中-公开含水处理设备，包括垂直式反应器，具有改进的氮气处理公开(公告)号：US20140183108A1
公开(公告)日：2014-07-03
申请号：US14142845
申请日：2013-12-28
IPC分类号： C02F3/12
CPC分类号： C02F3/1278 , C02F3/006 , C02F3/223 , C02F3/226 , C02F3/26 , C02F3/302 , C02F2203/006 , C02F2209/22 , Y02W10/15
摘要： The present invention concerns un vertical reactor civil and industrial sewage water depuration plant, of the type comprising, in sequence following the flow of water to be depurated: a section (14) of removal of coarse solids which are present in sewage water to be treated, a denitrification basin (18), an oxidation/homogenization basin (20) on the bottom of which a vertical reactor is positioned (22), provided with a plurality of air and oxygen diffusers and with an air lift (23) taking water from the bottom of the vertical reactor (22) and conveying it to a flotation vessel (25) and subsequently to a battery of lamellar packs and from that to a disinfection section (28) and to the outlet, characterised by comprising a second air lift (24) taking water from the vertical reactor (22) at an intermediate height and conveying it to said flotation vessel (25) or to a different flotation vessel (25) and from this to said battery of lamellar packs and subsequently to said disinfection section (28) and to the outlet, means of hydraulic connection by communicating vessels of said denitrification basin (18) and said oxidation/homogenization basin (20), which can be controlled to pass from an open position to a closed position, oxygenation means (48) of said denitrification basin (18) and oxygenation means (46) of said oxidation/homogenization basin (20), stirring means (51) of said denitrification basin (18) and stirring means (49) of said oxidation/homogenization basin (20), and additionally means of detection of oxygen level which is present in said basins (18, 20), controlling the operation of said first deeper air lift (23) and said second less deep air lift (24), and additionally of said oxygenation means (46, 48) and said stirring means (49, 51).
摘要翻译： 本发明涉及非立式反应堆民用和工业污水净化装置，其类型包括依次是待被净化的水的流动：去除待处理的污水中的粗固体的部分（14） ，反硝化池（18），底部的氧化/均质池（20），其上设有垂直反应器（22），设有多个空气和氧气扩散器，以及带有空气提升（23） 垂直反应器（22）的底部并将其输送到浮选容器（25），随后将其输送到一组层状包装，并将其输送到消毒部分（28）和出口，其特征在于包括第二空气提升器 24）在中间高度从垂直反应器（22）取水，并将其输送到所述浮选容器（25）或不同的浮选容器（25），并将其从所述电池组层叠并随后传送到所述消毒部 （28）和出口通过连通所述反硝化池（18）和所述氧化/均质池（20）的容器进行液压连接的装置，其可被控制从打开位置传递到关闭位置，氧合装置 （18）的所述反硝化池（18）的搅拌装置（48）和所述氧化/均匀化池（20）的氧化装置（46）和所述反硝化池（18）的搅拌装置（51） （20），以及另外的检测存在于所述池（18,20）中的氧气水平的装置，控制所述第一较深空气提升（23）和所述第二较小深度空气提升（24）的操作，另外 所述氧合装置（46,48）和所述搅拌装置（49,51）。
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公开(公告)号：US07645380B2
公开(公告)日：2010-01-12
申请号：US12259051
申请日：2008-10-27
申请人： William B. Kerfoot
发明人： William B. Kerfoot
CPC分类号： C02F1/78 , B01F3/04262 , B01F2003/04319 , B01F2003/04858 , B01F2003/04886 , B01F2215/0052 , B09C1/00 , B09C1/002 , B09C1/08 , B09C1/10 , B09C2101/00 , C02F3/226 , C02F2103/06 , E21B43/00 , Y02W10/15 , Y10S210/908 , Y10S210/909
摘要： Apparatuses for removal of volatile organic compounds in a soil formation include a microporous diffuser for injecting air and gaseous ozone as bubbles into water in the soil formation. The gaseous ozone is present at concentrations to effect removal of volatile organic compounds by the gaseous ozone reacting with the volatile organic compound(s). Injection of air and gaseous ozone is controlled by a timer to allow separation of bubbles by size. In various embodiments, a plurality of microporous diffusers may be controlled by a single timer or each of the plurality of microporous diffusers may be controlled by one of a plurality of timers.
摘要翻译： 用于去除土壤中挥发性有机化合物的装置包括用于将空气和气态臭氧作为气泡注入土壤中的水中的微孔扩散器。 气态臭氧以通过与挥发性有机化合物反应的气态臭氧来除去挥发性有机化合物的浓度存在。 空气和气态臭氧的注入由定时器控制，以允许气泡按尺寸分离。 在各种实施例中，多个微孔扩散器可以由单个定时器控制，或者多个微孔扩散器中的每一个可由多个定时器之一来控制。
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