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    METHOD FOR REMOVING POLLUTING SUBSTANCES FROM WATER STREAMS BY OXYGEN INJECTION IN A FLOTATION BASIN
    1.
    发明申请
    METHOD FOR REMOVING POLLUTING SUBSTANCES FROM WATER STREAMS BY OXYGEN INJECTION IN A FLOTATION BASIN 审中-公开
    通过漂浮盆中氧气注入从水流中除去污染物质的方法

    公开(公告)号：US20130140242A1

    公开(公告)日：2013-06-06

    申请号：US13641427

    申请日：2011-04-14

    申请人： João Carlos Gomes De Oliveira ,  Procópio Gomes De Oliveira Netto ,  Felipe Gomes Oliveira

    发明人： João Carlos Gomes De Oliveira ,  Procópio Gomes De Oliveira Netto ,  Felipe Gomes Oliveira

    IPC分类号： C02F1/24

    CPC分类号： C02F1/24 ,  C02F1/52 ,  C02F1/727 ,  C02F1/78 ,  C02F7/00 ,  C02F2103/007 ,  Y02W10/15

    摘要： The injection of oxygen to a flotation basin in the process of removing pollutants from water streams comprising applying a flocculating or coagulating agent to a portion of the water stream, and creating a flocculation basin along the water stream. The injection of oxygen includes submitting the aggregate particles with higher dimension and density located upstream of the portion of the water stream to at least one of dissolving and injecting oxygen, directing same to dissolving plants through pressurized mixers, thus forming a water/oxygen mixture to be injected to portions of the water stream, causing the aggregate particles to float; creating a flotation basin along the portion of the water stream, the agglomerated material present upstream on the surface and by the banks of the water stream being removed by scraping the surface of the water stream.

    摘要翻译： 在从水流中除去污染物的过程中将氧气注入到浮选池中，包括将絮凝或凝结剂施加到水流的一部分，以及沿着水流形成絮凝池。 氧气的注入包括将位于水流部分上游的较高尺寸和密度的聚集体颗粒提供到溶解和注入氧气中的至少一种，将其引导通过加压混合器将其引导至溶解植物，从而形成水/氧混合物 注入水流的一部分，导致聚集颗粒漂浮; 沿着水流的一部分形成浮选盆，凝聚的材料存在于表面的上游，并且通过刮擦水流的表面而被水流排除去。

    Process for environmental recovery in urban regions
    2.
    发明授权
    Process for environmental recovery in urban regions 有权
    城市环境恢复进程

    公开(公告)号：US06802978B2

    公开(公告)日：2004-10-12

    申请号：US10167089

    申请日：2002-06-10

    申请人： João Carlos Gomes de Oliveira ,  Elizabeth Maniero Gomes de Oliveira

    发明人： João Carlos Gomes de Oliveira ,  Elizabeth Maniero Gomes de Oliveira

    IPC分类号： C02F124

    CPC分类号： C02F1/24 ,  C02F1/52 ,  C02F7/00 ,  C02F2103/007 ,  Y02W10/15

    摘要： A process of environmental including a micro application of floating/coagulating material in the watercourse, followed by micro flocculation to aggregate particles in suspension downstream, defining flakes of greater dimensions; submit the aggregated particles, dissolution and air injection, causing a micro floatation of aggregated particles; allowing a micro aggregation of the floating material downstream; next, the flow water is thrown into a streamlet/secondary effluent, submitted to air injection or aeration; a medium application of flocculating/coagulation material in this secondary watercourse to aggregate particles downstream, evidencing flakes of greater dimensions; submit aggregated particles downstream to dissolution and injection of air, submitting the urban watercourse to air injection or aeration intercalating, causing a macro floatation of aggregated particles and a macro aggregation of the floating material downstream; removing such material along an urban section before the effluent reaches the water dam for urban supply.

    摘要翻译： 环境过程包括在水道中微浮游/凝结材料的应用，接着是微絮凝，将下游悬浮颗粒聚集在一起，限定较大尺寸的薄片; 提取聚集的颗粒，溶解和空气注入，引起凝集颗粒的微浮选; 允许浮动材料的微聚集在下游; 接下来，流水被投入流水/二次污水中，进行空气注入或通风; 在这个二次水道中的絮凝/凝结材料的中等应用，用于聚集下游的颗粒，证明较大尺寸的薄片; 向下游提供聚集颗粒溶解和注入空气，将城市水道进行空气注入或曝气插入，导致聚集颗粒的宏观浮选和下游浮动材料的宏观聚集; 在污水到达水坝城市供应之前，沿着城市地段拆除这些材料。

    FACILITY FOR REMOVAL OF MATERIALS AND/OR POLLUTING SUBSTANCES CONTAINED IN WATERCOURSES
    4.
    发明申请
    FACILITY FOR REMOVAL OF MATERIALS AND/OR POLLUTING SUBSTANCES CONTAINED IN WATERCOURSES 审中-公开
    清除水分中含有的物质和/或污染物质的能力

    公开(公告)号：US20140326648A1

    公开(公告)日：2014-11-06

    申请号：US14360557

    申请日：2012-11-21

    申请人： João Carlos GOMES DE OLIVEIRA ,  Procópio GOMES DE OLIVEIRA NETTO ,  Felipe GOMES DE OLIVEIRA

    发明人： Joao Carlos Gomes De Oliveira ,  Procopio Gomes De Oliveira Netto ,  Felipe Gomes De Oliveira

    IPC分类号： C02F9/00 ,  E02B3/02 ,  C02F1/56 ,  C02F1/24 ,  C02F1/52

    CPC分类号： C02F9/00 ,  B01F5/0456 ,  B01F13/0255 ,  B03D1/1462 ,  B03D1/24 ,  C02F1/006 ,  C02F1/24 ,  C02F1/52 ,  C02F1/5281 ,  C02F1/56 ,  C02F7/00 ,  C02F2103/001 ,  C02F2103/007 ,  E02B1/003 ,  E02B3/02 ,  E02B3/023 ,  E02B5/085 ,  E02B8/023 ,  Y02A10/28 ,  Y02W10/15

    摘要： “IMPROVEMENT ON FACILITY FOR REMOVAL OF MATERIALS AND/OR POLLUTING SUBSTANCES CONTAINED IN WATERCOURSES”, applied to facility comprising: the implementation of a sandbox arranged at the bottom and in a stretch of the watercourse, followed by a floating garbage fence arranged substantially transversely to the watercourse; whereas downstream and at a certain distance from this garbage fence is provided a suspended and transverse metallic structure to the watercourse, in which curtains for selective injection and automatically set in motion are mounted, arranged spaced and interspersed by homogenization diffusers, these curtains are responsible for the injection of coagulants; by the injection of polymers into the watercourse to be treated, and ahead there is a phase for release of microbubbles of air, causing a flotation of these aggregate particles; allowing that from this flotation stretch arises, along the watercourse, a superficial agglomeration of the floated material, and the conduction by flexible and longitudinal barriers formed by synthetic membranes of this floated material to a transverse alignment of dredging modules, that extend through the entire watercourse's width promoting the concentration of floated material and its removal. This improvement consisting of all equipment (3, 4,7) originally installed transversally the watercourse, which are subject to partial or total removal from this transverse condition, allowing the clearance of part and/or entire bed of the watercourse.

    摘要翻译： “改进在水中除去材料和/或污染物质的设施”，适用于设施，包括：实施一个布置在水道底部和一段水道内的沙箱，其后是大致横向排列的浮动垃圾围栏 水道 而与垃圾围栏相距一定距离的下游设有一个悬挂横向的金属结构，供水道使用，其中选择性注入和自动放置的窗帘安装在间隔开并由均匀扩散器散布，这些窗帘负责 注射凝结剂; 通过将聚合物注入待处理的水道中，并且在前面存在释放空气微泡的阶段，导致这些聚集颗粒的浮选; 允许从该浮选伸展出现沿着水道，浮动材料的表面聚集，以及由该浮动材料的合成膜形成的柔性和纵向屏障的传导到疏浚模块的横向排列，其延伸穿过整个水道的 宽度促进浮选材料的浓度及其去除。 这种改进包括原先安装在水道上的所有设备（3,4,7），这些设备需要从横向状态部分或全部拆卸，允许清除水道的部分和/或整个床。

    Coupling of a sewer treatment station to a treatment plant for the flocculation and flotation of water streams and the insertion of treatment plant for the flocculation and flotation of water streams into a water treatment station
    5.
    发明授权
    Coupling of a sewer treatment station to a treatment plant for the flocculation and flotation of water streams and the insertion of treatment plant for the flocculation and flotation of water streams into a water treatment station 有权
    将污水处理站连接到处理厂用于絮凝和浮选水流，并将处理厂插入用于将水流絮凝和浮选进入水处理站

    公开(公告)号：US07297258B2

    公开(公告)日：2007-11-20

    申请号：US10852691

    申请日：2004-05-25

    申请人： João Carlos Gomes De Oliveira

    发明人： João Carlos Gomes De Oliveira

    IPC分类号： C02F1/24

    CPC分类号： C02F9/00 ,  C02F1/24 ,  C02F1/52 ,  C02F3/286 ,  C02F2103/007

    摘要： The coupling of a sewer treatment station to a treatment plant for the flocculation and flotation of water streams and the insertion of said treatment plant for the flocculation and flotation of water streams into a water treatment station. The sewer treatment station is installed upstream from the flocculation and flotation treatment station, in such a way that the outlet of said station is directly connected to the inlet of the flocculation and flotation treatment plant disposed next to the stream bed or next to and interconnected thereto by means of a varying flow canal. The insertion has dynamic introduction of the process of treatment for the flocculation and flotation of fluid beds, all in a closed canal, wherein the flow of secondary streams (E) is dynamically and continuously submitted to flocculation and flotation techniques in an induced flow canal (FE) in the water treatment station.

    摘要翻译： 下水道处理站与处理厂的耦合，用于水流的絮凝和浮选，以及插入所述处理设备用于絮凝和浮选水流进入水处理站。 下水道处理站安装在絮凝和浮选处理站的上游，使得所述站的出口直接连接到位于流床旁边或旁边并相互连接的絮凝和浮选处理厂的入口 通过变化的流道。 插入动态地引入了流化床的絮凝和浮选的处理过程，所有这些都在封闭的管道中，其中次流（E）的流动动态地并连续地进行到诱导流道中的絮凝和浮选技术（ FE）在水处理站。