公开(公告)号：US09856161B2

公开(公告)日：2018-01-02

申请号：US14389804

申请日：2012-04-06

申请人： Dae Hwan Rhu ,  Min Ki Jung ,  In Geun Park

发明人： Dae Hwan Rhu ,  Min Ki Jung ,  In Geun Park

IPC分类号： C02F11/12 ,  C02F3/02 ,  C02F3/12 ,  C02F1/00 ,  C02F3/06 ,  C02F103/00

CPC分类号： C02F3/02 ,  C02F1/001 ,  C02F3/06 ,  C02F3/12 ,  C02F11/12 ,  C02F2103/001 ,  C02F2203/00 ,  C02F2203/002 ,  C02F2209/40 ,  Y02W10/15

摘要： A wastewater treatment apparatus performs both initial rainwater overflow treatment and primary treatment. A wastewater treatment method according to the apparatus, the apparatus modifying an existing primary depositing reservoir to an up-flow high-speed filtration facility, the apparatus using a floating filter and biological filter paper applied to an existing depositing reservoir to perform an initial rainwater treatment. The apparatus can be applied to an existing wastewater treatment facility to eliminate the necessity of installing an additional facility for an initial rainwater treatment facility. The apparatus is further capable of adjusting the flow rate into a biological treatment facility to achieve a target water quality. The apparatus comprises: an up-flow high-speed filtration facility for filtering floating matter contained in wastewater using a floating filter; a sludge holding tank; a biological treatment facility for removing dissolved organic matter contained in the water discharged from the up-flow high-speed filtration facility; and a concentrator.

公开(公告)号：US20150060357A1

公开(公告)日：2015-03-05

申请号：US14389804

申请日：2012-04-06

申请人： Dae Hwan Rhu ,  Min Ki Jung ,  In Geun Park

发明人： Dae Hwan Rhu ,  Min Ki Jung ,  In Geun Park

IPC分类号： C02F3/02 ,  C02F11/12

CPC分类号： C02F3/02 ,  C02F1/001 ,  C02F3/06 ,  C02F3/12 ,  C02F11/12 ,  C02F2103/001 ,  C02F2203/00 ,  C02F2203/002 ,  C02F2209/40 ,  Y02W10/15

摘要： A wastewater treatment apparatus performs both initial rainwater overflow treatment and primary treatment. A wastewater treatment method according to the apparatus, the apparatus modifying an existing primary depositing reservoir to an up-flow high-speed filtration facility, the apparatus using a floating filter and biological filter paper applied to an existing depositing reservoir to perform an initial rainwater treatment. The apparatus can be applied to an existing wastewater treatment facility to eliminate the necessity of installing an additional facility for an initial rainwater treatment facility. The apparatus is further capable of adjusting the flow rate into a biological treatment facility to achieve a target water quality. The apparatus comprises: an up-flow high-speed filtration facility for filtering floating matter contained in wastewater using a floating filter; a sludge holding tank; a biological treatment facility for removing dissolved organic matter contained in the water discharged from the up-flow high-speed filtration facility; and a concentrator.

摘要翻译： 废水处理装置既进行初始雨水溢流处理又进行一次处理。 根据该装置的废水处理方法，该装置将现有的一次沉积储存器修改为上流高速过滤设备，使用浮动过滤器的设备和应用于现有沉积池的生物滤纸进行初始雨水处理 。 该设备可以应用于现有的废水处理设施，以消除为初始的雨水处理设施安装附加设施的必要性。 该装置还能够调节进入生物处理设备的流速以达到目标水质。 该装置包括：上流高速过滤装置，用于使用浮动过滤器过滤废水中所含的浮选物质; 污泥容器; 用于除去从上游高速过滤设备排出的水中所含的溶解有机物的生物处理设备; 和集中器。