IN SITU FLUID DIFFUSION APPARATUS AND SYSTEM

    公开(公告)号:WO2022232871A1

    公开(公告)日:2022-11-10

    申请号:PCT/AU2022/050409

    申请日:2022-05-02

    Abstract: A tunnel device for use in single pass sand filtration (SPSF) systems, characterized by its curved lateral walls which meet at an apex channel having a flat top, open bottom, and side vented walls. The interaction between the characterizing components and vertically streamed treated wastewater from a pressurized pipe results in the maximized lateral transport of the treated wastewater towards the side vented walls and the adjacent soil strata therethrough which contains aerobic microbial communities able to decompose organic wastewater material thereby delivering enhanced wastewater treatment and water volume reductions through evapotranspiration.

    UNDERGROUND SEPTIC TANK
    2.
    发明申请
    UNDERGROUND SEPTIC TANK 审中-公开
    地下油箱

    公开(公告)号:WO2016209694A1

    公开(公告)日:2016-12-29

    申请号:PCT/US2016/037760

    申请日:2016-06-16

    CPC classification number: C02F3/2866 B65D88/76 E03F5/18 E03F11/00 Y02W10/37

    Abstract: Storage tanks (10, 50), for example, underground septic tanks, and their methods of fabrication are provided. The tanks (10, 50) include a substantially liquid impermeable plastic vessel (12, 52) having a top, a bottom, and sides; a concrete container (14, 55) encasing and retaining the plastic vessel, the concrete container contacting the bottom and at least partially contacting the sides of the plastic vessel; and at least one opening (23) for receiving effluent, for example, waste effluent, into the plastic vessel. The methods of fabricating the tanks (10, 50) include positioning a plastic vessel into an enclosure (54); introducing concrete (60) into the enclosure about the plastic vessel (12, 52); allowing the fluid concrete to cure to provide a substantially solid concrete container (55) about the plastic vessel (12, 52); and removing the plastic vessel (12, 52) having a concrete container from the enclosure (54). Vessel shape retaining devices (151, 153) are also disclosed. Aspects of the invention are uniquely adapted to underground storage.

    Abstract translation: 提供储罐(10,50),例如地下化粪池及其制造方法。 罐(10,50)包括具有顶部,底部和侧面的基本上液体的不可渗透的塑料容器(12,52) 封装和保持塑料容器的混凝土容器(14,55),混凝土容器接触底部并至少部分地接触塑料容器的侧面; 以及至少一个开口(23),用于将流出物例如废物流出物接收到塑料容器中。 制造罐(10,50)的方法包括将塑料容器定位到外壳(54)中; 将混凝土(60)引入围绕塑料容器(12,52)的外壳中; 允许流体混凝土固化以提供围绕塑料容器(12,52)的基本上固体的混凝土容器(55); 以及从所述外壳(54)移除具有混凝土容器的所述塑料容器(12,52)。 还公开了容器形状保持装置(151,153)。 本发明的方面独特地适用于地下储存。

    WATER TREATMENT METHOD AND APPARATUS
    3.
    发明申请
    WATER TREATMENT METHOD AND APPARATUS 审中-公开
    水处理方法和设备

    公开(公告)号:WO2010104476A9

    公开(公告)日:2010-11-25

    申请号:PCT/SG2010000082

    申请日:2010-03-10

    Abstract: The present invention relates to a method and apparatus for treatment of waste water, in particular black and grey household waste water. A water treatment apparatus for the treatment of household waste water is disclosed, with the apparatus comprising a plurality of chambers for receiving the waste water, the chambers arranged to allow the waste water to undergo a series of treatments to produce a treated effluent, wherein the plurality of chambers includes at least one anaerobic chamber adapted to treat said waste water with anaerobic processes, and at least one aerobic chamber adapted to treat said anaerobically treated waste water with aerobic processes.

    Abstract translation: 用于处理废水,尤其是黑色和灰色家庭废水的方法和装置技术领域本发明涉及一种用于处理废水, 公开了一种用于处理生活废水的水处理设备,其中该设备包括用于接收废水的多个腔室,所述腔室布置成允许废水经历一系列处理以产生经处理的流出物,其中 多个室包括至少一个厌氧室,其适于通过厌氧处理来处理所述废水,以及至少一个需氧室,其适于通过好氧处理来处理所述厌氧处理过的废水。

    一种城市雨水收集和道路防水淹地下水补给系统

    公开(公告)号:WO2008037153A1

    公开(公告)日:2008-04-03

    申请号:PCT/CN2007/001280

    申请日:2007-04-18

    CPC classification number: E03F1/002

    Abstract: An urban rainwater collecting and road flooding preventing ground water recharge system is disclosed. It comprises garages on the ground arranged widely in the urban area and cover plates provided above roadways so as to form a rainwater collecting system, including roofs of the garages on the ground, the cover plates provided above roadways, and the ground of gardens, which involves the entire urban area. A rainwater cistern is provided on the ground of the garden, and all rainwater is stored in it. The water level of the upper cistern of the rainwater cistern can be maintained perennially. A retention wall is provided on the periphery of the garden, and then the flooding of the urban roads caused by the accumulated rainwater is prevented with the ground water being recharged by the exceeded rainwater permeated in the ground.

    MINI SEWAGE TREATMENT PLANT AND USE OF THE PLANT
    5.
    发明申请
    MINI SEWAGE TREATMENT PLANT AND USE OF THE PLANT 审中-公开
    MINI SEWAGE TREATMENT植物和植物的使用

    公开(公告)号:WO00054869A1

    公开(公告)日:2000-09-21

    申请号:PCT/DK2000/000120

    申请日:2000-03-16

    CPC classification number: C02F3/1242 E03F11/00 Y02A20/216 Y02W10/15

    Abstract: A mini sewage treatment plant for building into an existing septic tank and of the kind consisting of a vessel which is divided into a first processing chamber, a sedimentation chanber with inclined bottom and separation plates together with sludge outlet at the lower end part of the chamber, and a discharge for effluent at the upper end of the vessel, the three chambers being connected by overflows, where the basic outline of the vessel is triangular, and at each corner there is placed a pipe for accommodating means for pumping and aeration of sewage (A), for level control (B) and for dewatering sludge (C), respectively, where the first and the second pipe (A and B) are disposed in the first processing chamber, and the third pipe (C) is disposed in the same corner as the discharge chamber and constitute the sludge outlet of the sedimentation chamber in the lower end part of the chamber.

    Abstract translation: 一种微型污水处理厂,用于建造现有的化粪池,并且包括一个容器的小型污水处理厂,该容器分为第一处理室,倾斜底部的沉淀器和分隔板以及在室的下端部处的污泥出口 ,并且在船舶上端排出污水,三个室由溢流连接,其中船舶的基本轮廓为三角形,并且在每个角落处设置有用于容纳用于泵送和排放污水的装置的管道 (A),第一和第二管(A和B)分别设置在第一处理室中的液面控制(B)和脱水污泥(C),第三管(C) 与排放室相同的角落,构成室内下端部沉淀室的污泥出口。

    악취 차단 정화조
    6.
    发明申请

    公开(公告)号:WO2020246684A1

    公开(公告)日:2020-12-10

    申请号:PCT/KR2020/001390

    申请日:2020-01-30

    Applicant: 장익수

    Inventor: 장익수

    Abstract: 악취 차단 정화조가 개시된다. 악취 차단 정화조는, 내부에 오수가 저장되는 저장 공간이 형성되고 측면에는 오수가 배출되는 배출부가 형성된 정화조 바디와, 정화조 바디의 내부로 연장되며 연장된 단부는 정화조 바디의 내부에 저장된 오수의 수면 내부에 위치되며 내부에는 오수가 이동되는 오수 유로가 형성된 오수 유입관을 포함한다. 여기서, 오수 유입관의 단부에는 확관부가 형성될 수 있다.

    ABWASSERBEHÄLTER, VERFAHREN ZU DESSEN HERSTELLUNG
    7.
    发明申请
    ABWASSERBEHÄLTER, VERFAHREN ZU DESSEN HERSTELLUNG 审中-公开
    废水罐,其生产方法

    公开(公告)号:WO2018015377A1

    公开(公告)日:2018-01-25

    申请号:PCT/EP2017/068106

    申请日:2017-07-18

    Applicant: RICHTER, Bodo

    Inventor: RICHTER, Günter

    Abstract: Ein Behälter (10) aus Kunststoff mit einem Aufnahmevolumen von 2000 bis 10000 l umfasst einen oberen Behälterteil (14) und einem unteren Behälterteil (12) und mindestens eine Klemmvorrichtung (17), die beide Behälterteile (12, 14) dichtend miteinander verbindet. Weiterhin wird ein Kunststoff-Blasformverfahren beschrieben, welches zum Herstellen des Behälters (10) dient.

    Abstract translation:

    甲白塞Ä滤波器(10)的2000的保持容积万升由塑料制成包括上容器BEAR lterteil(14)和下部容器Ä lterteil(12)和至少一个夹紧装置(17) 其密封地连接两个容器部件(12,14)。 此外,描述了用于生产容器(10)的塑料吹塑成型工艺。

    WATER RECYCLING SYSTEM
    10.
    发明申请
    WATER RECYCLING SYSTEM 审中-公开
    水循环系统

    公开(公告)号:WO2006105599A1

    公开(公告)日:2006-10-12

    申请号:PCT/AU2006/000453

    申请日:2006-04-05

    Inventor: FARQUHAR, Roger

    Abstract: A grey water collection system includes a tank (A, A') for collection of grey water having a sewer outlet (2, 2') and a blower (11, 11') for introduction of air into the tank. The blower (11, 11') is operated to raise the level in the tank above the sewer outlet (2, 2'). Further, the grey water collection tank may incorporate a disinfection device (39) for disinfecting the stored grey water. In particular, the grey water collection tank (A') may include an antechamber (38), grey water storage compartment (8') and a valve (41) controlling the liquid flow between the antechamber and the storage compartment. A chlorinating device (39) may be provided in communication with the antechamber (38). The flow rate through the valve (41) may be adjustable. In a screening device for grey water, a screen (36) has one or more sloped walls converging downwardly towards an opening and a distributing conduit disperses grey water onto the one or more walls. A waste collection conduit (2') is adjacent the opening. The grey water system may also be operable to periodically or selectively introduce the contents of a urine collection vessel (9) into the grey water collection tank. The system may be modular wherein grey water tanks of the system include a filter compartment (5') of a standard size and a grey water collection compartment (8') which is selectable from a variety of sizes, each of which is compatible with the filter compartment (5'). The grey water may be distributed across a garden site having a sub-layer of zeolite.

    Abstract translation: 灰水收集系统包括用于收集具有下水道出口(2,2')的灰水的容器(A,A')和用于将空气引入罐中的鼓风机(11,11')。 操作鼓风机(11,11'),以提高在下水道出口(2,2')上方的罐中的高度。 此外,灰水收集罐可以包括用于对存储的灰水进行消毒的消毒装置(39)。 特别地,灰水收集罐(A')可以包括前室(38),灰水储存室(8')和控制前厅和储藏室之间的液流的阀(41)。 可以提供与前厅(38)连通的氯化装置(39)。 通过阀(41)的流量可以是可调节的。 在用于灰水的筛选装置中,筛(36)具有一个或多个朝向开口向下会聚的倾斜壁,并且分配导管将灰水分散到一个或多个壁上。 废物收集管道(2')与开口相邻。 灰水系统还可操作以周期性地或选择性地将尿液收集容器(9)的内容物引入灰水收集罐。 该系统可以是模块化的,其中系统的灰水箱包括标准尺寸的过滤室(5')和灰色收集室(8'),其可从各种尺寸选择,每个尺寸与 过滤室(5')。 灰水可以分布在具有沸石子层的花园地点。

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