公开(公告)号：US07780855B2

公开(公告)日：2010-08-24

申请号：US12327948

申请日：2008-12-04

Applicant: Christopher N. Eberly

Inventor： Christopher N. Eberly

IPC: C02F1/00

CPC classification number: E03F5/16 ,  E03F2201/10 ,  Y10T29/49826

Abstract: The present invention provides a method of installing an environmental control system so as to allow for separate sizing of treatment and bypass capacity while also offering the ability to make or change either treatment or bypass capacities at different times. This is accomplished by containing the treatment and bypass functions in separate chambers, using screen, baffle, or coalescing media pack to further refine effectiveness and capacity of each structure independently. The control structure and interceptor structure may be pre-engineered to a variety of sizes, capacities, or other specifications. This allows simple selection of a specific control structure and a specific interceptor structure from a variety of combinations, eliminating the need for custom engineering for each installation.

Abstract translation: 本发明提供了一种安装环境控制系统的方法，以允许处理和旁路能力的单独尺寸，同时还提供在不同时间制造或改变处理或旁路容量的能力。 这通过在不同的室中包含处理和旁路功能来实现，使用屏幕，挡板或聚结介质包，以进一步提高每个结构的有效性和容量。 控制结构和拦截器结构可以预先设计成各种尺寸，容量或其他规格。 这允许从各种组合中简单地选择特定的控制结构和特定的拦截器结构，从而消除对每个安装的定制工程的需要。

公开(公告)号：US20090200216A1

公开(公告)日：2009-08-13

申请号：US11913007

申请日：2006-04-26

Applicant: Iain Alexander Stewart Robinson ,  Colin John Cunningham

Inventor： Iain Alexander Stewart Robinson ,  Colin John Cunningham

IPC: C02F9/02 ,  C02F9/04 ,  B01D21/00 ,  E03F1/00 ,  C02F9/14

CPC classification number: E03F5/042 ,  B01D21/0006 ,  B01D21/0012 ,  B01D21/2405 ,  B01D21/32 ,  B01D21/34 ,  B01D2221/12 ,  E03F1/00 ,  E03F5/0404 ,  E03F5/14 ,  E03F5/16 ,  E03F2005/0416 ,  E03F2201/10 ,  Y02W10/37

Abstract: A treatment station for a water drainage conduit has a chamber with an inlet and outlet in fluid communication with upstream and downstream sections of the conduit and a sediment collection portion. Water enters the chamber via the inlet, collecting in the sediment collection portion until it reaches a level in the chamber such that it flows out of the outlet. A filter is mountable above the sediment collection portion for the upwards-flowing filtration of water passing through the chamber to remove organic contaminants. Access means are provided for removal and replacement of the filter and removal of solid material deposited in the sediment collection portion. The treatment station may also have by pass means which operate where the flow of water exceeds a rate which can flow through the filter and preliminary sediment collection chamber for collecting large quantities of sediment. Uses of the treatment station are also described.

Abstract translation: 用于排水管道的处理站具有一个具有与导管的上游和下游部分流体连通的入口和出口的腔室以及一个沉淀物收集部分。 水通过入口进入腔室，收集在沉积物收集部分中，直到其到达腔室中的水平面，使得其从出口流出。 过滤器可安装在沉积物收集部分上方，用于向上流过通过室的水过滤以去除有机污染物。 提供了用于移除和更换过滤器和去除沉积在沉淀物收集部分中的固体材料的进入装置。 处理站还可以具有通过手段，其中水的流量超过能够流过过滤器的速率和用于收集大量沉积物的初步沉积物收集室。 还描述了治疗台的用途。

公开(公告)号：EP1888852A1

公开(公告)日：2008-02-20

申请号：EP06726909.2

申请日：2006-04-26

Applicant: THE UNIVERSITY COURT OF THE UNIVERSITY OF EDINBURGH ,  Robinson, Iain Alexander Stewart

Inventor： CUNNINGHAM, Colin, John

IPC: E03F1/00 ,  E03F5/16 ,  E03F5/14

CPC classification number: E03F5/042 ,  B01D21/0006 ,  B01D21/0012 ,  B01D21/2405 ,  B01D21/32 ,  B01D21/34 ,  B01D2221/12 ,  E03F1/00 ,  E03F5/0404 ,  E03F5/14 ,  E03F5/16 ,  E03F2005/0416 ,  E03F2201/10 ,  Y02W10/37

Abstract: A treatment station for a water drainage conduit has a chamber with an inlet and outlet in fluid communication with upstream and downstream sections of the conduit and a sediment collection portion. Water enters the chamber via the inlet, collecting in the sediment collection portion until it reaches a level in the chamber such that it flows out of the outlet. A filter is mountable above the sediment collection portion for the upwards-flowing filtration of water passing through the chamber to remove organic contaminants. Access means are provided for removal and replacement of the filter and removal of solid material deposited in the sediment collection portion. The treatment station may also have by pass means which operate where the flow of water exceeds a rate which can flow through the filter and preliminary sediment collection chamber for collecting large quantities of sediment. Uses of the treatment station are also described.

公开(公告)号：EP1314827A1

公开(公告)日：2003-05-28

申请号：EP02079844.3

申请日：2002-11-20

Applicant: WAVIN B.V.

Inventor： Ranter, Jan Hendrik

IPC: E03F1/00

CPC classification number: E03F1/00 ,  E03B3/02 ,  E03F2201/10 ,  Y02A20/108

Abstract: A gully for receiving and separately discharging dirty waste water and relatively clean rainwater comprises a gully body (2) with a bottom (3) and a side wall (4). The gully body is provided with an inlet (5) made at a certain height in the side wall, a first outlet (6) made in the side wall at a lower level than the inlet, and a second outlet (7) made in the side wall at substantially the same height as the inlet. The inlet (5) and the second outlet (7) are connected to each other in the interior of the gully by means of a connecting pipe part (8) that is provided with a lateral branch (9) facing the bottom (3) of the gully. A ball (10) is situated in the interior of the gully, which ball can float on water and has a diameter that is greater than the diameter of the lateral branch, and which ball can close off the lateral branch when the water level rises in the gully.

Abstract translation: 用于接收和分开排放污水和相对干净的雨水的沟壑包括具有底部（3）和侧壁（4）的沟道体（2）。 沟床本体在侧壁上设置有一定高度的入口（5），侧壁上的低于入口的第一出口（6）以及在第二出口（7）中形成的第二出口 侧壁与入口基本相同的高度。 入口（5）和第二出口（7）通过连接管部分（8）在沟道内部彼此连接，所述连接管部分设置有面向底部（3）的侧向分支 沟壑。 球体（10）位于沟壑内部，该球体可以漂浮在水面上，直径大于侧向分支的直径，并且当水位上升时该球体可以封闭侧向分支 沟壑。

公开(公告)号：US20180230687A1

公开(公告)日：2018-08-16

申请号：US15433026

申请日：2017-02-15

Applicant: Arturo J. Villanueva ,  Arturo N. Villanueva, JR. ,  Vernon N. Villanueva

Inventor： Arturo J. Villanueva ,  Arturo N. Villanueva, JR. ,  Vernon N. Villanueva

IPC: E03F5/10 ,  E03F1/00 ,  E03F5/06

CPC classification number: E03F5/107 ,  E03F1/002 ,  E03F1/003 ,  E03F5/06 ,  E03F5/10 ,  E03F2201/10

Abstract: The device herein disclosed and described provides a water collection system that separates the initial flush of rainwater, which contains higher concentrations of undesirable contaminants from later received rainwater having lower concentrations of contaminants to be stored for later use or to be discharged directly to receiving bodies of water. The device contains a cistern for treating first flush rainwater, a basin for receiving water in fluid connection with the cistern and a water storage tank, a water diversion channel that diverts first flush rain water to the cistern and additional rainwater to a water storage tank, a floatation device on a connecting rod affixed to the diversion channel that acts to operate the diversion channel when the water in the cistern achieves a desired height by diverting the additional water received to the water storage tank.

公开(公告)号：US5549817A

公开(公告)日：1996-08-27

申请号：US387476

申请日：1995-02-13

Applicant: Scott W. Horsley ,  Winfried Platz

Inventor： Scott W. Horsley ,  Winfried Platz

IPC: C02F3/04 ,  C02F3/32 ,  E03F1/00 ,  C02F3/22

CPC classification number: E03F1/002 ,  C02F3/046 ,  C02F3/327 ,  E03F1/00 ,  E03F2201/10 ,  Y02W10/15 ,  Y02W10/18

Abstract: A method and apparatus for treating contaminated stormwater runoff from roads and adjacent lands. A multi-stage and self-contained integrated module is designed to collect the first flush of stormwater runoff (which contains the majority of pollutants) and to treat the pollutants using sedimentation, filtration and constructed wetlands. The apparatus is mass-produced to provide standardized hydrologic controls, important to the reliability of the constructed wetland component of the apparatus.Raw stormwater enters the central sedimentation chamber of the apparatus which is divided into multiple segments designed to provide a series of sedimentation/filtration chambers. At least one chamber is provided with a removable filter bulkhead. Effluent from the final sedimentation chamber is discharged to the constructed wetland system which surrounds the central sedimentation tank. Water flows through the perimeter wetland system in subsurface/saturated conditions and contacts the root zone of the constructed wetland where biochemical interactions attenuate pollutants.A skimmer tube may be positioned in at least one chamber to pass water from near the surface through an adjacent bulkhead to the lower part of the next chamber.A hydrologic control valve in the apparatus regulates the flow of water from the central sedimentation tank to the wetland and the effluent discharge rate out of the wetland. This control and the standardization of the construction allows for precise hydrologic controls designed to provide a 5-10 day holding time within the apparatus.

Abstract translation: 一种用于处理道路和相邻陆地污染的雨水径流的方法和装置。 设计了一个多阶段，独立的综合模块，收集了雨水径流（含大部分污染物）的第一次冲洗，并利用沉淀，过滤和建造的湿地处理污染物。 大量生产该装置以提供标准化的水文控制，对于该装置的构造湿地部件的可靠性而言是重要的。 原始的雨水进入设备的中心沉降室，分为多段，设计成提供一系列沉淀/过滤室。 至少一个室具有可移除的过滤器隔板。 来自最终沉淀室的废水排放到围绕中心沉淀池的构造湿地系统中。 水在地下/饱和条件下流经周边湿地系统，并与生物化学相互作用减弱污染物的湿地根部接触。 撇液管可以定位在至少一个室中，以将水从附近的表面通过相邻的舱壁传递到下一个室的下部。 设备中的水力控制阀调节从中央沉淀池到湿地的水流量，以及湿地中的污水排出速率。 这种控制和结构的标准化允许精确的水文控制设计，以在设备内提供5-10天的保持时间。

公开(公告)号：US5232307A

公开(公告)日：1993-08-03

申请号：US743109

申请日：1991-08-09

Applicant: Hasan M. Nouri

Inventor： Hasan M. Nouri

IPC: E02B11/02 ,  E03F1/00

CPC classification number: E02B13/02 ,  E03F1/00 ,  E03F2201/10 ,  Y10T137/877

Abstract: A hydraulic diverter comprises a pair of tubes connected to receive water from a storm drain. One of the tubes is connected to discharge the water into a basin, while the other is connected to discharge water and bed sediment load into a bypass line. The storm water flow is preferentially directed through one tube or the other by changing the relative elevations of the tubes. The tubes are coupled together to change elevations by a pulley system or a swivel system. The pollutant laden "first flush" flow of storm water is diverted to the basin, while subsequent or "sustained" flow transporting bed sediment load is directed through the bypass line. The storm water itself is utilized to change the relative elevations of the tubes when the storm water flow transitions from a first flush flow to a sustained flow.

Abstract translation: 液压转向器包括一对连接用于接收来自暴风雨水的水的管。 连接一根管子将水排入盆地，另一根管子将水和沉积物的沉积物排放到旁路管道中。 通过改变管的相对高度，暴雨水流优先通过一个管或另一个管。 管子通过滑轮系统或旋转系统联接在一起以改变高度。 污染物“第一次冲水”的雨水流向流域，而后续或“持续”流量输送床沉积物负荷通过旁路管线引导。 当雨水从第一冲洗流向持续流动转变时，雨水本身用于改变管的相对高度。

公开(公告)号：WO2006114621A1

公开(公告)日：2006-11-02

申请号：PCT/GB2006/001522

申请日：2006-04-26

Applicant: THE UNIVERSITY COURT OF THE UNIVERSITY OF EDINBURGH ,  ROBINSON, Iain, Alexander, Stewart ,  CUNNINGHAM, Colin, John

Inventor： ROBINSON, Iain, Alexander, Stewart ,  CUNNINGHAM, Colin, John

IPC: E03F1/00 ,  E03F5/16 ,  E03F5/14

CPC classification number: E03F5/042 ,  B01D21/0006 ,  B01D21/0012 ,  B01D21/2405 ,  B01D21/32 ,  B01D21/34 ,  B01D2221/12 ,  E03F1/00 ,  E03F5/0404 ,  E03F5/14 ,  E03F5/16 ,  E03F2005/0416 ,  E03F2201/10 ,  Y02W10/37

Abstract: A treatment station for a water drainage conduit has a chamber with an inlet and outlet in fluid communication with upstream and downstream sections of the conduit and a sediment collection portion. Water enters the chamber via the inlet, collecting in the sediment collection portion until it reaches a level in the chamber such that it flows out of the outlet. A filter is mountable above the sediment collection portion for the upwards- flowing filtration of water passing through the chamber to remove organic contaminants. Access means are provided for removal and replacement of the filter and removal of solid material deposited in the sediment collection portion. The treatment station may also have by pass means which operate where the flow of water exceeds a rate which can flow through the filter and preliminary sediment collection chamber for collecting large quantities of sediment. Uses of the treatment station are also described.

Abstract translation: 用于排水导管的处理站具有一个具有入口和出口的室，该入口和出口与导管的上游和下游部分以及沉淀物收集部分流体连通。 水通过入口进入腔室，收集在沉积物收集部分中，直到其到达腔室中的水平面，使得其从出口流出。 过滤器安装在沉积物收集部分上方，用于向上流过通过室的水以去除有机污染物。 提供了用于移除和更换过滤器和去除沉积在沉淀物收集部分中的固体材料的进入装置。 处理站还可以具有通过手段，其中水的流量超过可以流过过滤器的速率和用于收集大量沉积物的初步沉积物收集室的操作。 还描述了治疗台的用途。

公开(公告)号：JP5997750B2

公开(公告)日：2016-09-28

申请号：JP2014228685

申请日：2014-11-11

Applicant: イムブリウム・システムズ・インコーポレーテッド

Inventor： アーノット,ジャスティン ,  リー,ブライアン

IPC: E03F5/14 ,  C02F1/00

CPC classification number: E03F5/101 ,  C02F2103/001 ,  E03F2201/10

公开(公告)号：WO02004754A1

公开(公告)日：2002-01-17

申请号：PCT/AU2001/000816

申请日：2001-07-06

IPC: B01D17/00 ,  B01D17/02 ,  B01D21/00 ,  E03F5/14 ,  E03F5/16

CPC classification number: E03F5/16 ,  B01D17/00 ,  B01D17/0208 ,  B01D17/0211 ,  B01D17/0214 ,  B01D17/10 ,  B01D21/0006 ,  B01D21/0012 ,  B01D21/02 ,  B01D21/2405 ,  B01D21/2433 ,  B01D21/2444 ,  B01D21/34 ,  B01D2221/12 ,  E03F5/14 ,  E03F2201/10

Abstract: A filter assembly (10) for installation in a chamber (11) including: a flow guide (12) extendable across the chamber (11) providing a path between a chamber inlet (20) and a chamber outlet (42); a diversion means (24) associated with the flow guide (12), said diversion means (24) adapted to divert water from the flow guide (12); and a return inlet (14) associated with the flow guide (12) and adapted to return treated water to the flow guide (12) or to allow treated water to pass through to the chamber outlet (42) wherein the return inlet (14) is located downstream of said diversion means (24).

Abstract translation: 一种用于安装在腔室（11）中的过滤器组件（10），包括：流动引导件（12），可跨过腔室（11）延伸，提供腔室入口（20）和腔室出口（42）之间的路径; 与所述流动引导件（12）相关联的分流装置（24），所述转向装置（24）适于从所述流动引导件（12）转向水; 以及与所述流动引导件（12）相关联并且将经处理的水返回到所述流动引导件（12）或允许经处理的水通过所述室出口（42）的返回入口（14），其中所述返回入口（14） 位于所述分流装置（24）的下游。