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    • 1. 发明申请
    • Modular filter system for pollution removal structure
    • 用于污染物去除结构的模块化过滤系统
    • US20090166278A1
    • 2009-07-02
    • US12006297
    • 2008-01-02
    • Graham Bryant
    • Graham Bryant
    • B01D35/28E02B15/04
    • E03F5/14B01D29/114B01D35/303
    • A modular filter system for use within a pollution removal structure. The system includes a plurality of modular filters that can be nested together forming a common passageway that passes through all of the nested filters. With normal runoff, the water passes laterally through the filters and enters the common passageway to exit the structure. In the event of a high flow of runoff, an overflow pipe conveys water directly to a downstream storm drain by-passing the filter system. The overflow is created by either: a) allowing the water to rise above the upper surface of the upper modular filter and directly into the common passageway or b) by overflow pipes which connect to a downstream pollution removal structure; or a combination of paths a) and b). By using nested filters, the number of filters nested together can be customized in accordance with the depth of the particular storm drain.
    • 用于污染清除结构的模块化过滤系统。 该系统包括多个模块化过滤器,其可以嵌套在一起形成通过所有嵌套过滤器的公共通道。 正常径流时,水横向穿过过滤器并进入公共通道以退出结构。 在径流量大的情况下,溢流管直接将水直接传递给旁路过滤系统的下游风暴排水口。 溢流是通过以下方式产生的:a)允许水升高到上模块式过滤器的上表面上方,并直接进入公共通道,或b)通过连接到下游污染排除结构的溢流管; 或路径a)和b)的组合。 通过使用嵌套的过滤器,嵌套在一起的过滤器的数量可以根据特定的暴风雨的深度来定制。
    • 2. 发明授权
    • Apparatus for treating storm water
    • 雨水处理设备
    • US07022243B2
    • 2006-04-04
    • US10718120
    • 2003-11-20
    • Graham Bryant
    • Graham Bryant
    • B01D17/025B01D21/02
    • E03F5/12B01D21/0012B01D21/003B01D21/0042B01D21/0051B01D21/0069B01D21/10B01D2221/12C02F2103/001E03F5/125
    • A separation tank having an inlet and an outlet and forming a low flow path and a high flow path, both conveying water from the inlet to the outlet. At normal, low flows, the water enters the inlet and passes through the low flow path having treatment chambers to remove, respectively, heavy materials and floatable materials. At high flows such as with heavy storm runoff, water exceeding a predetermined flow rate is conveyed from the low flow path into the high flow path where there are baffles to treat the water to remove both heavy materials and floatable materials. In optional embodiments, there is a filter/recharge chamber that may contain a filter and/or a groundwater conveyance system such that filtered or unfiltered water can be discharged from the low flow path through a groundwater conveyance system to groundwater, to the normal outlet, or both.
    • 一种具有入口和出口并形成低流动路径和高流动路径的分离槽,其将水从入口输送到出口。 在正常的低流量下,水进入入口并通过具有处理室的低流动通道,以分别去除重材料和可漂浮材料。 在高流量例如暴雨径流的情况下,超过预定流量的水从低流动路径输送到高流动路径,在那里有挡板来处理水以去除重质材料和可漂浮材料。 在可选实施例中,存在可以包含过滤器和/或地下水输送系统的过滤器/再充电室,使得过滤或未过滤的水可以从低流动路径通过地下水输送系统排放到地下水,到正常出口, 或两者。
    • 3. 发明授权
    • Modular filter system for pollution removal structure
    • 用于污染物去除结构的模块化过滤系统
    • US07758747B2
    • 2010-07-20
    • US12006297
    • 2008-01-02
    • Graham Bryant
    • Graham Bryant
    • E03F5/14
    • E03F5/14B01D29/114B01D35/303
    • A modular filter system for use within a pollution removal structure. The system includes a plurality of modular filters that can be nested together forming a common passageway that passes through all of the nested filters. With normal runoff, the water passes laterally through the filters and enters the common passageway to exit the structure. In the event of a high flow of runoff, an overflow pipe conveys water directly to a downstream storm drain by-passing the filter system. The overflow is created by either: a) allowing the water to rise above the upper surface of the upper modular filter and directly into the common passageway or b) by overflow pipes which connect to a downstream pollution removal structure; or a combination of paths a) and b). By using nested filters, the number of filters nested together can be customized in accordance with the depth of the particular storm drain.
    • 用于污染清除结构的模块化过滤系统。 该系统包括多个模块化过滤器,其可以嵌套在一起形成通过所有嵌套过滤器的公共通道。 正常径流时,水横向穿过过滤器并进入公共通道以退出结构。 在径流量大的情况下,溢流管直接将水直接传送到旁路过滤系统的下游风暴排水口。 溢流是通过以下方式产生的:a)允许水升到上模块式过滤器的上表面上方,并直接进入公共通道,或b)通过连接到下游污染物去除结构的溢流管; 或路径a)和b)的组合。 通过使用嵌套的过滤器,嵌套在一起的过滤器的数量可以根据特定的暴风雨的深度来定制。
    • 4. 发明授权
    • Apparatus for trapping floating and non-floating particulate matter
    • 用于捕集漂浮和非浮动颗粒物的装置
    • US06951619B2
    • 2005-10-04
    • US10646431
    • 2003-08-22
    • Graham Bryant
    • Graham Bryant
    • B01D21/26C02F1/00C02F1/38C02F1/40E03F5/14
    • E03F5/14B01D21/0027B01D21/0042B01D21/2411B01D2221/12C02F1/38C02F1/40C02F2103/001C02F2301/022C02F2301/026
    • A separation tank with an outer chamber and an inner chamber within the outer chamber. An inlet and outlet are formed in the outer chamber to receive and discharge water, respectively. An inlet opening is located in the inner chamber and is generally aligned with the inlet to receive water from the inlet. An outlet opening is formed in the inner chamber below the inlet opening but above the bottom of the inner chamber. The inner chamber has a cylindrical interior surface such that water from the inlet is directed at a tangent to the interior surface and forms a vortex as the water progresses through the inner chamber. A baffle plate having an opening forming upper and lower weirs is located within the outer chamber just upstream of the outlet to separate both floatable and non-floatable material from the water prior to its discharge.
    • 具有外室的分离罐和外室内的内室。 入口和出口分别形成在外室中以分别接收和排出水。 入口开口位于内室中,并且与入口大致对准以从入口接收水。 出口开口形成在入口下方的内室中,但在内腔的底部之上。 内室具有圆柱形内表面,使得来自入口的水指向内表面的切线,并且随着水流过内室而形成涡流。 具有形成上堰和下堰的开口的挡板位于出口附近的外室内,以在其排放之前将水可浮动和不可漂浮的材料与水分离。
    • 5. 发明申请
    • Apparatus for treating storm water
    • 雨水处理设备
    • US20050109707A1
    • 2005-05-26
    • US10718120
    • 2003-11-20
    • Graham Bryant
    • Graham Bryant
    • B01D21/00C02F20060101C02F7/00E03F5/12
    • E03F5/12B01D21/0012B01D21/003B01D21/0042B01D21/0051B01D21/0069B01D21/10B01D2221/12C02F2103/001E03F5/125
    • A separation tank having an inlet and an outlet and forming a low flow path and a high flow path, both conveying water from the inlet to the outlet. At normal, low flows, the water enters the inlet and passes through the low flow path having treatment chambers to remove, respectively, heavy materials and floatable materials. At high flows such as with heavy storm runoff, water exceeding a predetermined flow rate is conveyed from the low flow path into the high flow path where there are baffles to treat the water to remove both heavy materials and floatable materials. In optional embodiments, there is a filter/recharge chamber that may contain a filter and/or a groundwater conveyance system such that filtered or unfiltered water can be discharged from the low flow path through a groundwater conveyance system to groundwater, to the normal outlet, or both.
    • 一种具有入口和出口并形成低流动路径和高流动路径的分离槽,其将水从入口输送到出口。 在正常的低流量下,水进入入口并通过具有处理室的低流动通道,以分别去除重材料和可漂浮材料。 在高流量例如暴雨径流的情况下,超过预定流量的水从低流动路径输送到高流动路径,在那里有挡板来处理水以去除重质材料和可漂浮材料。 在可选实施例中,存在可以包含过滤器和/或地下水输送系统的过滤器/再充电室,使得过滤或未过滤的水可以从低流动路径通过地下水输送系统排放到地下水,到正常出口, 或两者。