公开(公告)号：US08871087B2

公开(公告)日：2014-10-28

申请号：US11840827

申请日：2007-08-17

申请人： Greg B. Kent

发明人： Greg B. Kent

IPC分类号： B01D39/00 ,  B01D39/20

CPC分类号： B01D39/2089 ,  B01D2239/0492 ,  B01D2239/08 ,  B01D2239/086 ,  B01D2239/1225 ,  B01D2239/1233

摘要： A device and method for purifying waste water and stormwater flows by passage through a filter, which can be manufactured in various configurations. The filter has a broad range of thickness ranging from 1 mm to 20 meters. The filter is comprised of fibers from a melt of composition of 50% silicon dioxide, 15% aluminum oxide, 15% calcium oxide, 10% magnesium oxide, and other various oxides at lower percentages. At least the majority of fibers having a mean diameter of 4 microns and a mean length of 3 mm. The fiber solids of content of the material are at most 35% of the volume at a flow rate greater than 1 inch per hour to remove various pollutants from the water flow.

摘要翻译： 一种通过过滤器净化废水和雨水流的装置和方法，其可以以各种配置制造。 过滤器的厚度范围从1mm到20米不等。 过滤器由来自具有50％二氧化硅，15％氧化铝，15％氧化钙，10％氧化镁和其他各种氧化物的组合物的熔体的纤维组成，其中较低的百分比。 至少大部分纤维的平均直径为4微米，平均长度为3mm。 材料含量的纤维固体在每小时大于1英寸的流速下为体积的至多35％，以从水流中除去各种污染物。

公开(公告)号：US07674378B2

公开(公告)日：2010-03-09

申请号：US11931199

申请日：2007-10-31

申请人： Greg B. Kent

发明人： Greg B. Kent

IPC分类号： C02F3/32 ,  B01D21/00

CPC分类号： C02F3/327 ,  C02F2103/001 ,  C02F2103/002 ,  Y02W10/18

摘要： A self-contained wetlands treatment system to remove pollutants from water and treat stormwater runoff or other grey water. This is system and method wherein the water is passed through a wetland filtering and treatment system. This invention removes solids, metals (dissolved/particulate), nutrients (dissolved/particulate), oils, and bacterial contaminants from the water. The system and system housing can be fabricated, built, and assembled in a broad range of sizes and materials to accommodate and treat a broad range of influent flow rates.

摘要翻译： 一个独立的湿地治理系统，用于清除水中的污染物，并处理雨水径流或其他灰水。 这是其中水通过湿地过滤和处理系统的系统和方法。 本发明从水中除去固体，金属（溶解/颗粒），营养物质（溶解/颗粒物），油和细菌污染物。 系统和系统外壳可以制造，建造和组装在宽范围的尺寸和材料中，以适应和处理大范围的进水流量。

公开(公告)号：US20090045145A1

公开(公告)日：2009-02-19

申请号：US11840827

申请日：2007-08-17

申请人： Greg B. Kent

发明人： Greg B. Kent

IPC分类号： B01D39/00

CPC分类号： B01D39/2089 ,  B01D2239/0492 ,  B01D2239/08 ,  B01D2239/086 ,  B01D2239/1225 ,  B01D2239/1233

摘要： A device and method for purifying waste water and stormwater flows by passage through a filter, which can be manufactured in various configurations. The filter has a broad range of thickness ranging from 1 mm to 20 meters. The filter is comprised of fibers from a melt of composition of 50% silicon dioxide, 15% aluminum oxide, 15% calcium oxide, 10% magnesium oxide, and other various oxides at lower percentages. At least the majority of fibers having a mean diameter of 4 microns and a mean length of 3 mm. The fiber solids of content of the material are at most 35% of the volume at a flow rate greater than 1 inch per hour to remove various pollutants from the water flow.

摘要翻译： 一种通过过滤器净化废水和雨水流的装置和方法，其可以以各种配置制造。 过滤器的厚度范围从1mm到20米不等。 过滤器由来自具有50％二氧化硅，15％氧化铝，15％氧化钙，10％氧化镁和其他各种氧化物的组合物的熔体的纤维组成，其中较低的百分比。 至少大部分纤维的平均直径为4微米，平均长度为3mm。 材料含量的纤维固体在每小时大于1英寸的流速下为体积的至多35％，以从水流中除去各种污染物。

公开(公告)号：US07470362B2

公开(公告)日：2008-12-30

申请号：US11929266

申请日：2007-10-30

申请人： Greg B. Kent

发明人： Greg B. Kent

IPC分类号： C02F3/30 ,  C02F3/32

CPC分类号： C02F3/327 ,  C02F3/306 ,  C02F2103/001 ,  C02F2301/043 ,  Y02W10/18

摘要： A complete storm water management system and process which incorporates a wetlands water treatment system. This system creates an infrastructure, flow control which is multi-level and multi-stage. This is a modular system which includes three or more chambers and/or ditches through which the storm water or other influent passes and is cleaned. The influent which flows into a storm drain, curb inlet, or inflow pipe into the system is directed first into a screening type catch basin inset filter within the first chamber of the system. The influent is treated within the first chamber before it passes out of this chamber into the incorporated wetlands system. The water flows through the wetlands chamber or ditch where it is further filtered and decontaminated through both an aerobic and anaerobic process. In situations of high runoff there is a bypass component.

摘要翻译： 一个完整的雨水管理系统和流程，结合湿地水处理系统。 该系统创建了多层次和多级的基础设施，流量控制。 这是一个模块化系统，其包括三个或更多个室和/或沟渠，雨水或其他流入物通过该沟槽和/或沟渠通过并被清洁。 流入风道排水管，入口管道或流入管道的流入物首先被引导到系统的第一室内的筛选型嵌入式嵌入式过滤器中。 流入物在第一室内经过该室进入并入的湿地系统之前被处理。 水流过湿地室或沟渠，在那里进一步过滤并通过有氧和厌氧过程进行净化。 在高径流的情况下，有旁路部件。

公开(公告)号：US20130056424A1

公开(公告)日：2013-03-07

申请号：US13668455

申请日：2012-11-05

申请人： Greg B. Kent ,  Zach J. Kent

发明人： Greg B. Kent ,  Zach J. Kent

IPC分类号： C02F1/00

CPC分类号： C02F3/104 ,  C02F3/04 ,  C02F3/046 ,  C02F3/10 ,  C02F3/327 ,  C02F2101/105 ,  C02F2101/16 ,  C02F2101/20 ,  C02F2101/30 ,  C02F2101/32 ,  C02F2103/001 ,  Y02W10/15 ,  Y02W10/18

摘要： A horizontal flow water treatment method and wetland biofilter apparatus provides a chamber with impermeable outer walls spaced away from permeable interior walls of a media filtration bed such that a catch basin is formed between the outer walls and the interior walls. The catch basin creates an open area around the perimeter of the interior walls for influent water to fill within the open area on all sides before penetrating the filtration media, providing a large surface area for influent water to interact with the media filtration bed. The influent water enters the catch basin in a horizontal flow path to provide for pre-settling of particulates before making contact with the filtration media. The biofilter design increases the available surface area of the media filtration bed by up to four times for a given volume of water, and thereby minimizes the loading or infiltration rate on the media filtration bed.

摘要翻译： 水平流动水处理方法和湿地生物过滤装置为室提供了与介质过滤床的可渗透内壁间隔开的不可渗透的外壁，使得在外壁和内壁之间形成一个嵌合槽。 捕集池在内壁的周边周围形成开放区域，用于在渗透过滤介质之前将流入水填充到所有侧面的开放区域内，为流入水提供大的表面积以与介质过滤床相互作用。 流入水在水平流动路径中进入捕集池，以在与过滤介质接触之前提供颗粒的预沉淀。 生物过滤器设计使给定体积的水将介质过滤床的可用表面积增加多达四倍，从而最小化介质过滤床上的负载或渗透速率。

公开(公告)号：US08940170B2

公开(公告)日：2015-01-27

申请号：US13243893

申请日：2011-09-23

申请人： Greg B. Kent ,  Zach J. Kent

发明人： Greg B. Kent ,  Zach J. Kent

IPC分类号： C02F3/32 ,  C02F103/00 ,  C02F1/00

CPC分类号： C02F3/327 ,  C02F1/004 ,  C02F2103/001 ,  C02F2303/24 ,  Y02W10/18

摘要： A dual-chambered horizontal flow water treatment system and method provides a first chamber with a first filtration system connected with a second chamber with a second filtration system in a horizontal orientation, such that influent water first passes through the first chamber and then passes through the second chamber. The influent water moves through the first chamber and second chamber in a horizontal flow path to provide for pre-filtering with the first filtration system before traveling through granular media in the second filtration system.

摘要翻译： 双室水平流水处理系统和方法提供了具有第一过滤系统的第一室，第一过滤系统与第二室连接，第二过滤系统处于水平取向，使得流入的水首先通过第一室，然后通过 第二室。 进水通过第一室和第二室在水平流动路径中移动，以在穿过第二过滤系统中的颗粒介质之前提供对第一过滤系统的预过滤。

公开(公告)号：US08303816B2

公开(公告)日：2012-11-06

申请号：US13215077

申请日：2011-08-22

申请人： Greg B Kent ,  Zach J Kent

发明人： Greg B Kent ,  Zach J Kent

IPC分类号： C02F3/32

CPC分类号： C02F3/104 ,  C02F3/04 ,  C02F3/046 ,  C02F3/10 ,  C02F3/327 ,  C02F2101/105 ,  C02F2101/16 ,  C02F2101/20 ,  C02F2101/30 ,  C02F2101/32 ,  C02F2103/001 ,  Y02W10/15 ,  Y02W10/18

摘要： A horizontal flow water treatment method and wetland biofilter apparatus provides a chamber with impermeable outer walls spaced away from permeable interior walls of a media filtration bed such that a catch basin is formed between the outer walls and the interior walls. The catch basin creates an open area around the perimeter of the interior walls for influent water to fill within the open area on all sides before penetrating the filtration media, providing a large surface area for influent water to interact with the media filtration bed. The influent water enters the catch basin in a horizontal flow path to provide for pre-settling of particulates before making contact with the filtration media. The biofilter design increases the available surface area of the media filtration bed by up to four times for a given volume of water, and thereby minimizes the loading or infiltration rate on the media filtration bed.

摘要翻译： 水平流动水处理方法和湿地生物过滤装置为室提供了与介质过滤床的可渗透内壁间隔开的不可渗透的外壁，使得在外壁和内壁之间形成一个嵌合槽。 捕集池在内壁的周边周围形成开放区域，用于在渗透过滤介质之前将流入水填充到所有侧面的开放区域内，为流入水提供大的表面积以与介质过滤床相互作用。 流入水在水平流动路径中进入捕集池，以在与过滤介质接触之前提供颗粒的预沉淀。 生物过滤器设计使给定体积的水将介质过滤床的可用表面积增加多达四倍，从而最小化介质过滤床上的负载或渗透速率。

公开(公告)号：US20080251448A1

公开(公告)日：2008-10-16

申请号：US11929266

申请日：2007-10-30

申请人： GREG B. KENT

发明人： GREG B. KENT

IPC分类号： C02F3/32

CPC分类号： C02F3/327 ,  C02F3/306 ,  C02F2103/001 ,  C02F2301/043 ,  Y02W10/18

摘要： A complete storm water management system and process which incorporates a wetlands water treatment system. This system creates an infrastructure, flow control which is multi-level and multi-stage. This is a modular system which includes three or more chambers and/or ditches through which the storm water or other influent passes and is cleaned. The influent which flows into a storm drain, curb inlet, or inflow pipe into the system is directed first into a screening type catch basin inset filter within the first chamber of the system. The influent is treated within the first chamber before it passes out of this chamber into the incorporated wetlands system. The water flows through the wetlands chamber or ditch where it is further filtered and decontaminated through both an aerobic and anaerobic process. In situations of high runoff there is a bypass component.

摘要翻译： 一个完整的雨水管理系统和流程，结合湿地水处理系统。 该系统创建了多层次和多级的基础设施，流量控制。 这是一个模块化系统，其包括三个或更多个室和/或沟渠，雨水或其他流入物通过该沟槽和/或沟渠通过并被清洁。 流入风道排水管，入口管道或流入管道的流入物首先被引导到系统的第一室内的筛选型嵌入式嵌入式过滤器中。 流入物在第一室内经过该室进入并入的湿地系统之前被处理。 水流过湿地室或沟渠，在那里进一步过滤并通过有氧和厌氧过程进行净化。 在高径流的情况下，有旁路部件。

公开(公告)号：US20130048557A1

公开(公告)日：2013-02-28

申请号：US13243893

申请日：2011-09-23

申请人： Greg B. Kent ,  Zach J. Kent

发明人： Greg B. Kent ,  Zach J. Kent

IPC分类号： E03F1/00 ,  C02F9/14

CPC分类号： C02F3/327 ,  C02F1/004 ,  C02F2103/001 ,  C02F2303/24 ,  Y02W10/18

摘要： A dual-chambered horizontal flow water treatment system and method provides a first chamber with a first filtration system connected with a second chamber with a second filtration system in a horizontal orientation, such that influent water first passes through the first chamber and then passes through the second chamber. The influent water moves through the first chamber and second chamber in a horizontal flow path to provide for pre-filtering with the first filtration system before traveling through granular media in the second filtration system.

摘要翻译： 双室水平流水处理系统和方法提供了具有第一过滤系统的第一室，第一过滤系统与第二室连接，第二过滤系统处于水平取向，使得流入的水首先通过第一室，然后通过 第二室。 进水通过第一室和第二室在水平流动路径中移动，以在穿过第二过滤系统中的颗粒介质之前提供对第一过滤系统的预过滤。

公开(公告)号：US20120091057A1

公开(公告)日：2012-04-19

申请号：US13215077

申请日：2011-08-22

申请人： Greg B. Kent ,  Zach J. Kent

发明人： Greg B. Kent ,  Zach J. Kent

IPC分类号： C02F3/32 ,  C02F101/32 ,  C02F101/30 ,  C02F101/16 ,  C02F101/20

CPC分类号： C02F3/104 ,  C02F3/04 ,  C02F3/046 ,  C02F3/10 ,  C02F3/327 ,  C02F2101/105 ,  C02F2101/16 ,  C02F2101/20 ,  C02F2101/30 ,  C02F2101/32 ,  C02F2103/001 ,  Y02W10/15 ,  Y02W10/18

摘要： A horizontal flow water treatment method and wetland biofilter apparatus provides a chamber with impermeable outer walls spaced away from permeable interior walls of a media filtration bed such that a catch basin is formed between the outer walls and the interior walls. The catch basin creates an open area around the perimeter of the interior walls for influent water to fill within the open area on all sides before penetrating the filtration media, providing a large surface area for influent water to interact with the media filtration bed. The influent water enters the catch basin in a horizontal flow path to provide for pre-settling of particulates before making contact with the filtration media. The biofilter design increases the available surface area of the media filtration bed by up to four times for a given volume of water, and thereby minimizes the loading or infiltration rate on the media filtration bed.

摘要翻译： 水平流动水处理方法和湿地生物过滤装置为室提供了与介质过滤床的可渗透内壁间隔开的不可渗透的外壁，使得在外壁和内壁之间形成一个嵌合槽。 捕集池在内壁的周边周围形成开放区域，用于在渗透过滤介质之前将流入水填充到所有侧面的开放区域内，为流入水提供大的表面积以与介质过滤床相互作用。 流入水在水平流动路径中进入捕集池，以在与过滤介质接触之前提供颗粒的预沉淀。 生物过滤器设计使给定体积的水将介质过滤床的可用表面积增加多达四倍，从而最小化介质过滤床上的负载或渗透速率。