公开(公告)号：WO2019080324A1

公开(公告)日：2019-05-02

申请号：PCT/CN2017/116940

申请日：2017-12-18

Applicant: 武汉圣禹排水系统有限公司

Inventor： 贺军

IPC: E03F5/04 ,  E03F1/00

CPC classification number: E03F5/0404 ,  E03F5/14 ,  E03F2201/10 ,  E03F2201/20

Abstract: 一种分流井，包括：井体(1)，井体(1)上设有进水管(11)、出水管(12)、截污管(13)、初雨管(14)和处理管(15)；闸门机构(3)，包括第一闸门(31)、第二闸门(32)和第三闸门(33)；堰门(4)；液位计(5)，用于测量井体(1)的井内液位高度；污水检测模块(6)，用于检测井体(1)内的污染物的浓度；天气检测模块(7)，用于检测是雨天环境或晴天环境；控制装置(2)，设置在井体(1)外，根据液位计(5)、污水检测模块(6)和天气检测模块(7)的检测结果来控制第一闸门(31)、第二闸门(32)、第三闸门(33)和堰门(4)的开启和关闭。还公开了一种分流井的控制方法。

公开(公告)号：WO2010022704A2

公开(公告)日：2010-03-04

申请号：PCT/DE2009/001165

申请日：2009-08-19

Applicant: WISY AG ,  WINKLER, Norbert

Inventor： WINKLER, Norbert

IPC: E03B3/03

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

Abstract: Um Zisternenwasser leichter von Schwebeteilchen befreien zu können, die sich in einer Schwimmschicht gesammelt haben, und außerdem ein einfach aufgebautes und leicht herzustellendes Filtergehäuse für einen Regenwasserfilter zu realisieren, wird vorgeschlagen, das Filtergehäuse, das eine zylindrische äußere Mantelfläche und einen Boden (14) hat, mit einem ersten Ausgang (10) für das gefilterte Wasser und im Zentrum des Bodens (14) mit einem zweiten Ausgang (12) für das nicht gefilterte Schmutzwasser zu versehen, der mit einem Abflussrohr (18) in Verbindung steht. Das Abflussrohr (18) hat einen parallel zum Boden (14) verlaufenden Abschnitt, wobei in der Wandung dieses Abschnittes oberhalb des Bodens eine Öffnung (20) vorhanden ist, die als Überlauf der Zisterne dient.

Abstract translation:

要容易水箱水漂浮颗粒释放K＆ouml;除了构造简单且易于制造Filtergeh＆AUML;使用f＆uuml;实现为r的雨水过滤器，提出了积累在浮置层和Au大街罐 ，所述过滤器壳体具有圆柱形裙部表面和底部（14），所述过滤器壳体具有用于过滤水的第一出口（10）并且在底部（14）的中心具有第二出口 （12），用于提供与排水管（18）连通的未过滤脏水。 排水管（18）具有平行于地板（14）的截面，并且在该部分的墙壁上方具有用作水箱溢流的开口（20）。

公开(公告)号：WO2009026410A1

公开(公告)日：2009-02-26

申请号：PCT/US2008/073805

申请日：2008-08-21

Applicant: MONTECO CORP ,  LEE, Brian ,  ARNOTT, Justin

Inventor： LEE, Brian ,  ARNOTT, Justin

IPC: C02F9/00

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

Abstract: A water treatment system having a system inlet to receive a fluid flow, a treatment chamber, a first system outlet, and a second system outlet. The treatment chamber has an inlet in communication with the system inlet and an outlet in communication with the first system outlet, and is adapted to remove one or more contaminants from the fluid flow. The second system outlet is separated from the system inlet by a weir that prevents the fluid from passing into the second system outlet when the fluid is below a predetermined height, and allow at least a portion of the fluid to pass into the second system outlet without passing through the treatment chamber when the fluid is above a predetermined height. The second system outlet is isolated from the first system outlet such that fluid passing through the first system outlet can not impinge upon the treatment chamber outlet.

Abstract translation: 一种具有用于接收流体流的系统入口的水处理系统，处理室，第一系统出口和第二系统出口。 处理室具有与系统入口连通的入口和与第一系统出口连通的出口，并且适于从流体流中去除一个或多个污染物。 第二系统出口通过堰与系统入口分离，当流体低于预定高度时，可防止流体进入第二系统出口，并允许流体的至少一部分进入第二系统出口而没有 当流体高于预定高度时，通过处理室。 第二系统出口与第一系统出口隔离，使得通过第一系统出口的流体不会撞击处理室出口。

公开(公告)号：WO1995021798A1

公开(公告)日：1995-08-17

申请号：PCT/US1995001715

申请日：1995-02-13

Applicant: STORMTREAT SYSTEMS, INC.

Inventor： STORMTREAT SYSTEMS, INC. ,  HORSLEY, Scott, W. ,  PLATZ, Winfried

IPC: C02F03/32

CPC classification number: E03F1/002 ,  C02F3/046 ,  C02F3/327 ,  E03F1/00 ,  E03F2201/10 ,  Y02A10/22 ,  Y02W10/15 ,  Y02W10/18

Abstract: An apparatus for treating stormwater runoff. Stormwater enters the central sedimentation chamber (7) divided into multiple segments to provide a series of filtration/sedimentation chambers. At least one chamber is provided with a removable filter bulkhead (9). A grease trap (14) preceeds the final sedimentation chamber. Effluent from the final sedimentation chamber is discharged to a constructed wetland system (16), which surrounds the sedimentation tank. Water flows through the wetland system and contacts the root zone of wetland plants (18). A control valve (21) regulates the flow of water through the sedimentation tank and wetland.

Abstract translation: 一种处理雨水径流的装置。 雨水进入分为多段的中心沉降室（7），提供一系列过滤/沉淀室。 至少一个室具有可移除的过滤器隔板（9）。 最终的沉淀室会吸入油脂（14）。 来自最终沉淀室的流出物排出到围绕沉淀池的构造湿地系统（16）。 水流经湿地系统，接触湿地植物根系（18）。 控制阀（21）调节通过沉淀池和湿地的水流。

公开(公告)号：EP2321474A2

公开(公告)日：2011-05-18

申请号：EP09736103.4

申请日：2009-08-19

Applicant: Wisy AG

Inventor： WINKLER, Norbert

IPC: E03B3/03 ,  E03B3/02

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

Abstract: In order for it to be possible for cistern water to be freed more easily from suspended particles which have collected in a floating layer, and also in order to realize an easy-to-produce filter housing of straightforward construction for a rainwater filter, it is proposed to provide the filter housing, which has a cylindrical outer lateral surface and a base (14), with a first outlet (10) for the filtered water and, in the centre of the base (14), with a second outlet (12) for the non-filtered, contaminated water, this second outlet being connected to a drainage pipe (18). The drainage pipe (18) has a portion which runs parallel to the base (14), the wall of this portion, above the base, containing an opening (20) which serves as a cistern overflow.

公开(公告)号：EP2307623A2

公开(公告)日：2011-04-13

申请号：EP09754148.6

申请日：2009-05-28

Applicant: D'arcy, Brian ,  Campbell, Neil

Inventor： D'arcy, Brian ,  Campbell, Neil

IPC: E03F5/10 ,  E03B3/03

CPC classification number: E03F5/106 ,  E03B3/03 ,  E03F2201/10 ,  Y02A20/106 ,  Y02A20/108

Abstract: A drainage attenuating device comprising: a storage container having an inlet and an outlet and adapted to collect and store rainwater entering the storage container via the inlet; and flow restricting means adapted to restrict the flow of rainwater from the storage container towards a sewer system via the outlet.

公开(公告)号：EP1992747A3

公开(公告)日：2008-12-03

申请号：EP08425284.0

申请日：2008-04-23

Applicant: Ravanini, Nicola

Inventor： Ravanini, Nicola

IPC: E03F5/02

CPC classification number: E03F5/12 ,  E03F2201/10

Abstract: The present invention relates to an overflow pit with adjustable channel.
The pit is constituted of an external structure (2) comprising an inlet opening (3) envisaged to house one end of an inlet conduit (30), a first outlet hole (4) envisaged to house one end of an overflow conduit (40) and a second hole (5) envisaged to house one end of an outlet conduit (50) in which the opening (3) and the first hole (4) feature runoff surfaces at the same height, while the second hole (5) is housed below the first hole (4), a chute (6) is located between the opening (3) and the second hole (5) and envisaged to mutually connect, in a uniform fashion, the opening (3) and the second hole (5). The structure comprises furthermore: a connection between the opening (3) and the first hole (4) obtained by means of a channel (7), which is essentially composed of a blade (70) and a couple of lateral walls (71) laid out in a mutually parallel fashion; a couple of containment bulkheads (9), laid out in a mutually parallel fashion and externally to the lateral walls (71); a shaped collar (10) located in proximity to the opening (3), immediately after the inlet conduit (30); and adjustment elements which adjust the channel (7) to reduce the rate of the flow which runs from the inlet conduit to the outlet conduit through the chute (6) and allow the blade (70) to be raised or lowered, varying its position according to the rate of the flow that has to reach the outlet conduit and the rate of the flow that has to reach the overflow conduit.

公开(公告)号：EP1992747A2

公开(公告)日：2008-11-19

申请号：EP08425284.0

申请日：2008-04-23

Applicant: Ravanini, Nicola

Inventor： Ravanini, Nicola

IPC: E03F5/02

CPC classification number: E03F5/12 ,  E03F2201/10

Abstract: The present invention relates to an overflow pit with adjustable channel indicated for obtaining an accurate calculation of the flow rate which is exceeded and for decreasing energy losses.
The pit is constituted of an external structure (2) made of concrete or plastic, with an essentially parallelepiped or cylindrical configuration, with a trapdoor whose covering function is envisaged to allow access to the inside of the pit. The structure (2) features an inlet opening (3) envisaged to house one end of an inlet conduit (30), a first outlet hole (4) envisaged to house one end of an overflow conduit (40) and a second hole (5) envisaged to house one end of an outlet conduit (50) in which the opening (3) and the first hole (4) feature runoff surfaces at the same height, while the second hole (5) is housed below the first hole (4), a chute (6) is located between the opening (3) and the second hole (5) and envisaged to mutually connect, in a uniform fashion, the opening (3) and the second hole (5). The structure comprises, in particular, a connection between the opening (3) and the first hole (4) obtained by means of a channel (7), which is essentially composed of a blade (70) and a couple of lateral walls (71) laid out in a mutually parallel fashion, a couple of containment bulkheads (9), laid out in a mutually parallel fashion and externally to the lateral walls (71), a shaped collar (10) located in proximity to the opening (3), immediately after the inlet conduit (30) and adjustment elements which adjust the channel (7) to reduce the rate of the flow which runs from the inlet conduit to the outlet conduit through the chute (6) and allow the blade (70) to be raised or lowered, varying its position according to the rate of the flow that has to reach the outlet conduit and the rate of the flow that has to reach the overflow conduit.

Abstract translation: 本发明涉及一种具有可调节通道的溢流坑，其被指示用于获得超过的流量的精确计算并且用于减少能量损失。 该坑由外部结构（2）构成，该外部结构由混凝土或塑料制成，具有基本上平行六面体或圆柱形的构造，并具有陷门，该陷门的覆盖功能被设想为允许进入坑的内部。 结构（2）的特征在于设计成容纳入口导管（30）的一端的入口开口（3），设想用于容纳溢流导管（40）的一端的第一出口孔（4） ）设计成容纳出口导管（50）的一端，其中开口（3）和第一孔（4）在相同高度处具有径流表面，而第二孔（5）容纳在第一孔（4）下方 ），斜槽（6）位于开口（3）和第二孔（5）之间并且设想为以均匀的方式相互连接开口（3）和第二孔（5）。 该结构尤其包括通过通道（7）获得的开口（3）和第一孔（4）之间的连接，该通道基本上由刀片（70）和一对侧壁（71）组成 ）以互相平行的方式布置，以互相平行的方式布置在侧壁（71）外部的一对密闭隔板（9），位于开口（3）附近的成形套环（10） ，紧接在入口导管（30）和调节通道（7）的调节元件之后，以降低从入口导管通过滑槽（6）流到出口导管的流动速率，并允许刀片（70） 升高或降低，根据必须到达出口导管的流量和必须到达溢流导管的流量的速率改变其位置。

公开(公告)号：EP0745060A4

公开(公告)日：1998-12-30

申请号：EP95911675

申请日：1995-02-13

Applicant: STORMTREAT SYSTEMS INC

Inventor： HORSLEY SCOTT W ,  PLATZ WINFRIED

IPC: C02F3/04 ,  C02F3/32 ,  E03F1/00

CPC classification number: E03F1/002 ,  C02F3/046 ,  C02F3/327 ,  E03F1/00 ,  E03F2201/10 ,  Y02A10/22 ,  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 system 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. Each chamber is divided by a removable filter bulkhead sequenced from coarse to fine sediment sizes. Effluent from the final sedimentation chamber is discharged to the constructed wetland system which surrounds the central sedimentation basin. 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. Hydrologic control valves in the apparatus regulate the flow of water from the sedimentation basin 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.

公开(公告)号：EP0535375A1

公开(公告)日：1993-04-07

申请号：EP92114686.6

申请日：1992-08-28

Applicant: Steinhardt, Lothar, Dipl.-Ing.

Inventor： Dörr, Albrecht, Dipl.-Ing.(FH)

IPC: E03F5/10

CPC classification number: E03F5/12 ,  E03F3/02 ,  E03F5/125 ,  E03F9/007 ,  E03F2201/10

Abstract: Die Erfindung bezieht sich auf ein Verfahren zum Verhindern von Fehleinleitungen aus einem Regenwasserkanal (2) in einen Vorfluter, das dadurch gekennzeichnet ist, daß die Fehleinleitungen aus dem Regenwasserkanal (2) in einen Schmutzwasserkanal (4) überführt werden. Die Fehleinleitungen gelangen damit nicht zum Vorfluter, sondern werden zu dem mit der Kläranlage verbundenen Schmutzwasserkanal (4) überführt.
Eine Anlage zur Durchführung des Verfahrens weist einen Regenwasserkanal (2) und einen Schmutzwasserkanal (4) auf, ferner eine Verbindungsleitung (5) zwischen diesen mit Fließgefälle zum Schmutzwasserkanal hin. Im Regenwasserkanal ist eine Schwelle (18) zum Ableiten von Flüssigkeit in die Verbindungsleitung angeordnet, und es regelt ein Regler (20) den Durchfluß durch die Verbindungsleitung (5), wobei der Regler (20) bei Überschreiten eines definierten Wasserstandes im Regenwasserkanal (2) diesen zum Schmutzwasserkanal (4) hin absperrt und bei Unterschreiten wieder öffnet. Statt eines Reglers (2) kann auch eine Pumpe (34) vorgesehen sein, die die Flüssigkeit vom Regenwasserkanal (2) zum Schmutzwasserkanal (4) fördert.

Abstract translation: 本发明涉及一种用于从被引入到一个接收信道防止错误地引导流出雨水通道（2）的。 该过程的DASS错误地引导流出雨水通道（2）的被转移到废水通道（4）。 的错误地定向流动因此不会传递到接收通道而被转移到连接到污水处理安装废水通道（4）。 用于实施该方法的装置具有雨水通道（2）和一个废水通道（4）和，更进一步，一连接线（5）有具有朝向所述废水通道的流动斜率之间。 一种用于传输液体远到连接线门槛（18）被布置在所述雨水通道，和一个调节器（20），通过连接线调节通过流量（5）。 当雨水通道（2）的水超过规定的水平，所述调节器（20）的块驰向废水通道（4），所述通道和再次打开它当水低于所述电平。 代替调节器（20）的泵（34），因此可以提供一种输送从雨水通道（2）向所述废水通道（4）的液体中。