公开(公告)号：WO2008084396A8

公开(公告)日：2009-08-27

申请号：PCT/IB2008000069

申请日：2008-01-14

Applicant: CONSIGLIO NAZIONALE RICERCHE ,  ACQUE S P A ,  AIELLO MASSIMO ,  PERUZZI PAOLO ,  CECCANTI BRUNELLO ,  MASCIANDARO GRAZIA ,  STURCHIO ROCCO ,  ARBI MARCO ,  PERUZZI ELEONORA

Inventor： AIELLO MASSIMO ,  PERUZZI PAOLO ,  CECCANTI BRUNELLO ,  MASCIANDARO GRAZIA ,  STURCHIO ROCCO ,  ARBI MARCO ,  PERUZZI ELEONORA

IPC: C02F11/16 ,  C02F3/32 ,  C05F17/00

CPC classification number: C02F11/16 ,  C02F3/327 ,  Y02W10/18 ,  Y02W30/43

Abstract: A process for stabilization of biological sludge provides the step of laying in a containing volume, or basin (1), a draining material (2). In particular, the layer of draining material (2) can be a layer of gravel having granulometry set between 40 and 70 mm and a height (h1) about 25 cm. On the first layer (2) a second draining layer (3) can be laid comprising a material, for example gravel having granulometry less than the first layer (2), set between 4 and 6 mm. The second layer (3) has preferably a height (h2) about 15 cm. Once made the draining layers (2, 3) a planting step is made in the second layer (3) of a plurality of seedlings of an aquatic macrophyte, preferably Phragmites australis (10). The base granular filtering gravel layer has also the function of supporting the root of the seedlings. To ensure a high efficiency of the process a measured density of plants is chosen, corresponding to a relative distance between two seedlings of Phragmites australis set between 40 and 60 cm. once achieved a measured vegetative growth, a first spilling in the containing volume (1) is carried out of an amount of biological sludge (12). The amount of sludge (12) fed in the containing volume (1) corresponds to a predetermined height, set between 2 and 4 cm, of the layer of sludge (12) on the draining layer (3).

Abstract translation: 生物污泥的稳定化方法提供了铺设在容纳体积（1），排水材料（2）中的步骤。 特别地，排水材料层（2）可以是具有设置在40和70mm之间的粒度的砾石层，高度（h1）约25cm。 在第一层（2）上，可以铺设第二排水层（3），该材料包括材料，例如具有小于第一层（2）的粒度的砾石，设定在4和6mm之间。 第二层（3）优选地具有约15cm的高度（h2）。 一旦制成排水层（2,3），在水生植物，优选芦苇芦苇（10）的多个幼苗的第二层（3）中制成种植步骤。 基体颗粒过滤砾石层还具有支撑苗根的功能。 为了确保该方法的高效率，选择植物的测量密度，对应于设置在40和60cm之间的芦苇两个幼苗之间的相对距离。 一旦实现了测量的营养生长，则在一定量的生物污泥（12）中进行含有容积（1）的第一次溢出。 在容纳容积（1）中进料的污泥（12）的量对应于排水层（3）上的污泥层（12）的2至4cm的预定高度。

公开(公告)号：WO2009070585A1

公开(公告)日：2009-06-04

申请号：PCT/US2008/084690

申请日：2008-11-25

Applicant: HARVEY'S FARM CYCLE, INC. ,  ROSENBAUM, Frank ,  KEIFFER, Kurt ,  SIMON, Jason ,  MCCRACKIN, Michael ,  SHEPPARD, James

Inventor： ROSENBAUM, Frank ,  KEIFFER, Kurt ,  SIMON, Jason ,  MCCRACKIN, Michael ,  SHEPPARD, James

IPC: C05F3/00

CPC classification number: B09B3/00 ,  B09B3/0083 ,  C02F11/16 ,  C05F3/00 ,  Y02A40/205 ,  Y02P20/145 ,  C05F3/06

Abstract: A vertical manure converter and related process of using activated carbon in an activated carbon/ organic material mixture to process organic waste. Inducing air, preferably compressed, into a chamber of the converter in combination with reusing activated carbon can result in a continuous process. The temperature can be controlled by regulating the air into the chamber. The vertical manure converter takes organic waste and uses heat to accelerate the composting process wherein final products can be purified water and ash fertilizer.

Abstract translation: 一种立式肥料转化器和在活性炭/有机物混合物中使用活性炭来处理有机废物的相关过程。 将优选压缩的空气引入转化器的室中并与再利用活性炭结合可导致连续的过程。 温度可以通过调节进入腔室的空气来控制。 立式肥料转炉采用有机废弃物，采用热量加速堆肥过程，其中最终产品可以是净化水和灰肥。

公开(公告)号：WO2008084396A2

公开(公告)日：2008-07-17

申请号：PCT/IB2008000069

申请日：2008-01-14

Applicant: CONSIGLIO NAZIONALE RICERCHE ,  ACQUE S P A ,  AIELLO MASSIMO ,  PERUZZI PAOLO ,  CECCANTI BRUNELLO ,  MASCIANDARO GRAZIA ,  STURCHIO ROCCO ,  ARBI MARCO ,  PERUZZI ELEONORA

Inventor： AIELLO MASSIMO ,  PERUZZI PAOLO ,  CECCANTI BRUNELLO ,  MASCIANDARO GRAZIA ,  STURCHIO ROCCO ,  ARBI MARCO ,  PERUZZI ELEONORA

IPC: C02F11/16 ,  C02F3/32

CPC classification number: C02F11/16 ,  C02F3/327 ,  Y02W10/18 ,  Y02W30/43

Abstract: A process for stabilization of biological sludge provides the step of laying in a containing volume, or basin (1), a draining material (2). In particular, the layer of draining material (2) can be a layer of gravel having granulometry set between 40 and 70 mm and a height (hi) about 25 cm. On the first layer (2) a second draining layer (3) can be laid comprising a material, for example gravel having granulometry less than the first layer (2), set between 4 and 6 mm. The second layer (3) has preferably a height (h2) about 15 cm. Once made the draining layers (2, 3) a planting step is made in the second layer (3) of a plurality of seedlings of an aquatic macrophyte, preferably Phragmites australis (10). The base granular filtering gravel layer has also the function of supporting the root of the seedlings. To ensure a high efficiency of the process a measured density of plants is chosen, corresponding to a relative distance between two seedlings of Phragmites australis set between 40 and 60 cm. once achieved a measured vegetative growth, a first spilling in the containing volume (1) is carried out of an amount of biological sludge (12). The amount of sludge (12) fed in the containing volume (1) corresponds to a predetermined height, set between 2 and 4 cm, of the layer of sludge (12) on the draining layer (3).

Abstract translation: 生物污泥的稳定化方法提供了铺设在容纳体积（1），排水材料（2）中的步骤。 特别地，排水材料层（2）可以是具有40至70mm之间的颗粒度和约25cm的高度（hi）的砾石层。 在第一层（2）上，可以铺设第二排水层（3），该材料包括材料，例如具有小于第一层（2）的粒度的砾石，设定在4和6mm之间。 第二层（3）优选地具有约15cm的高度（h2）。 一旦制成排水层（2,3），在水生植物，优选芦苇芦苇（10）的多个幼苗的第二层（3）中制成种植步骤。 基体颗粒过滤砾石层还具有支撑苗根的功能。 为了确保该方法的高效率，选择植物的测量密度，对应于设置在40和60cm之间的芦苇两个幼苗之间的相对距离。 一旦实现了测量的营养生长，则在一定量的生物污泥（12）中进行含有容积（1）的第一次溢出。 在容纳容积（1）中进料的污泥（12）的量对应于排水层（3）上的污泥层（12）的2至4cm的预定高度。

公开(公告)号：WO2008051876A2

公开(公告)日：2008-05-02

申请号：PCT/US2007082017

申请日：2007-10-19

Applicant: SHUBIN DON

Inventor： SHUBIN DON

CPC classification number: C02F11/121 ,  B01F7/241 ,  B01F7/242 ,  C02F11/16 ,  C02F2203/008 ,  C05F17/02 ,  C05F17/0211 ,  C05F17/0258 ,  F26B11/14 ,  F26B17/20 ,  Y02P20/145 ,  Y02W10/37 ,  Y02W30/43

Abstract: A system and method for treating solid waste includes a trommel screen and a composting unit. The trommel screen includes an inlet hopper and a rotating screening drum, which can be equipped with internal channeling members and bag rippers with blades. A composting and/or dewatering apparatus has a vessel portion, a cover portion and an internal auger. The apparatus includes a plurality of openings along its vessel portion to permit a volume of liquid from within the composting apparatus to be eliminated. The composting/dewatering unit can also include a sleeve member along the outside of the vessel portion. In one embodiment, waste items passing through the screening drum of the trommel screen are conveyed into the composting unit. In another embodiment, the discharged liquid is collected in one or more liquid collection structures and is conveyed to a clarifier tank.

Abstract translation: 处理固体废物的系统和方法包括滚筒筛和堆肥单元。 滚筒滤网包括一个入口料斗和一个旋转筛分滚筒，可以配备内部通道部件和带刀片的袋式松土机。 堆肥和/或脱水装置具有容器部分，盖部分和内部螺旋钻。 该设备包括沿其容器部分的多个开口，以允许消除堆肥设备内的一定体积的液体。 堆肥/脱水单元还可以包括沿着容器部分的外部的套筒构件。 在一个实施例中，通过筛转筛的筛选滚筒的废物被输送到堆肥单元中。 在另一个实施方案中，排出的液体被收集在一个或多个液体收集结构中并被输送到澄清池。

公开(公告)号：WO2006128305A1

公开(公告)日：2006-12-07

申请号：PCT/CA2006/000912

申请日：2006-06-02

Applicant: ENVIROGAIN INC. ,  DUTIL, Camil ,  ZEGAN, Dan ,  DOUHÉRET, Jocelyn ,  CHABOT, Rock

Inventor： DUTIL, Camil ,  ZEGAN, Dan ,  DOUHÉRET, Jocelyn ,  CHABOT, Rock

IPC: C02F11/16 ,  C05F5/00

CPC classification number: C02F11/16 ,  C05F3/00 ,  C05F17/0018 ,  C05F17/0063 ,  Y02A40/205 ,  Y02P20/129 ,  Y02P20/134 ,  Y02P20/145 ,  Y02W10/30 ,  Y02W10/37 ,  Y02W30/43 ,  C05F3/06 ,  C05F7/00

Abstract: L'invention concerne une méthode et un système de production de biofertilisants, à partir de boues stabilisées, séchés et riches en matières fertilisantes en provenance de procédé de traitement d'effluents à forte charge. Cette solution peut être intégrée à une installation déjà existante de traitement d'effluents organiques industriels, municipaux ou agricoles (100), et elle est basée sur la récupération de l'énergie thermique dégagée pendant les étapes de traitement d'un tel système par les bioréacteurs (120), les unités de surpression d'air (122), les unités de bioséchage (500) et de séchage (600), et autres unités. Cette récupération d'énergie créée une synergie permettant l'augmentation de l'efficacité et du rendement des bioréacteurs (120) suite à une plus grande stabilité provenant de la régulation de la température, assurant ainsi une importante économie d'énergie pour l'étape finale de séchage dans la production des biofertilisants.

Abstract translation: 本发明涉及一种从干燥，稳定的富含化肥材料的稳定污泥生产生物肥料的方法和系统，源自用于处理高负荷流出物的方法。 本发明的解决方案可以被整合到用于处理有机工业，城市或农业废水的现有设施中（100）。 本发明基于在一个这样的系统中由生物反应器（120），空气增压器单元（122），生物式干燥（500）和干燥（600）单元等单元处理步骤期间释放的热能的回收。 所述能量回收产生协同作用，其随着温度的调节而增加的稳定性而提高生物反应器（120）的效率和性能，从而在生物净化器的生产中的最终干燥步骤期间产生显着的节能。

公开(公告)号：WO2004080559A3

公开(公告)日：2005-01-27

申请号：PCT/FR2004000517

申请日：2004-03-04

Applicant: FR ENVIRONNEMENT NAUTIQUE SAS ,  ROLLAND DIDIER ,  FOURNEREAU DENIS

Inventor： ROLLAND DIDIER ,  FOURNEREAU DENIS

IPC: C02F11/12 ,  C02F11/16 ,  B63C1/08 ,  C02F1/00 ,  C02F3/06

CPC classification number: C02F11/128 ,  C02F11/16 ,  C02F2103/44 ,  Y02W10/37

Abstract: The invention relates to a method and device for treating effluents, in particular effluents from a careening area, a method for pre-treating sludge received from the effluent-treating unit of the inventive device and to careening stations provided with said devices. The inventive treating method comprises a first stage consisting in recovering and treating the effluents in a treatment unit (102) and a second stage consisting in pre-treating the sludge received therefrom. The treating process carried out in said unit consists in a) transferring the sludge to a tank (113), b) dehydrating said sludge by natural evaporation, c) restarting the step a) if the sludge layer is sufficiently thin for carrying out a correct dehydration, d) removing water from the bottom part of the tank if the sludge layer is too thick and in e) transferring the content of the tank to a special-purpose vehicle and reusing said tank.

Abstract translation: 本发明涉及一种用于处理污水的方法和装置，特别是来自护理区域的废水，用于预处理从本发明装置的流出物处理单元接收的污泥的方法以及设置有所述装置的处理站。 本发明的处理方法包括在处理单元（102）中回收和处理废水的第一阶段和由其接收的污泥进行预处理的第二阶段。 在所述单元中进行的处理方法包括：a）将污泥转移到罐（113）中，b）通过自然蒸发使所述污泥脱水; c）如果所述污泥层足够薄以进行正确的，则重新开始步骤a） 脱水，d）如果污泥层太厚，则从罐的底部去除水，以及e）将罐的内容物转移到专用车辆并重新使用所述罐。

公开(公告)号：WO00014186A1

公开(公告)日：2000-03-16

申请号：PCT/FI1999/000723

申请日：1999-09-07

IPC: C02F11/16 ,  C05F17/00 ,  C05F17/02 ,  F26B1/00 ,  F26B3/32 ,  F26B23/00 ,  C10L5/46

CPC classification number: F26B23/001 ,  C02F11/16 ,  C05F17/0063 ,  C05F17/0229 ,  F26B1/00 ,  F26B3/32 ,  Y02P20/145 ,  Y02P70/405 ,  Y02W30/43

Abstract: The invention relates to a method and tunnel composting plant for drying organic material, in particular for manufacturing fuel from organic material, in particular from sludges and possible support substances, by exploiting mechanical composting. In the method, the organic materials are divided into the batches required by mechanical compost processing operating on the batch principle, each batch being composted separately and dried as a separate phase by means of thermal energy external to the batch, preferably produced by composting other batches.

Abstract translation: 本发明涉及一种用于干燥有机材料的方法和隧道堆肥设备，特别是通过利用机械堆肥从有机材料，特别是从污泥和可能的支撑物质制造燃料。 在该方法中，将有机材料分为按批量原理操作的机械堆肥处理所需的批次，每个批次分别堆肥并通过在批次外部的热能作为单独阶段干燥，优选通过堆肥其他批次生产 。

公开(公告)号：WO00010927A1

公开(公告)日：2000-03-02

申请号：PCT/FR1999/001970

申请日：1999-08-11

IPC: C02F3/06 ,  C02F3/12 ,  C02F3/32 ,  C02F11/16

CPC classification number: C02F3/1242 ,  C02F3/06 ,  C02F3/327 ,  C02F11/16 ,  Y02W10/15 ,  Y02W10/18 ,  Y02W30/43

Abstract: The invention concerns a method for treating effluents in small communities, that is communities consisting of about 200 to 2000 inh.eq (inhabitant equivalent), characterised in that it consists in: carrying out a biological treatment of the effluent using a trickling filter eliminating matters suspended in the treated effluent, and, simultaneously performing a treatment of the sludge by filtering-composting on filters planted with reeds.

Abstract translation: 本发明涉及一种处理小社区污水的方法，即由约200至2000个居民（居民当量）组成的社区，其特征在于它包括：使用滴滤器去除污物进行生物处理 悬浮在经处理的流出物中，并且同时通过过滤堆肥处理污泥，在过滤器上种植芦苇。

公开(公告)号：WO1990003230A1

公开(公告)日：1990-04-05

申请号：PCT/US1989004144

申请日：1989-09-22

Applicant: JACKSON, Davis, Graham

IPC: B07B01/00

CPC classification number: E02F5/00 ,  B01D24/205 ,  B01D24/4605 ,  B07B1/005 ,  C02F11/16

Abstract: A solid waste retrieval device utilizes a rotating drum carrying a plurality of teeth to lift dried sludge from an underlying sand bed such that substantially no sand is removed with the sludge. The device moves over the sludge and compresses it beneath a forward rolled radius section to prevent buckling and disruption of the sludge ahead of the device.

公开(公告)号：WO1985000355A1

公开(公告)日：1985-01-31

申请号：PCT/US1984001081

申请日：1984-07-12

Applicant: PINCON, Andrew, J.

IPC: C02F01/72

CPC classification number: C02F3/1242 ,  C02F1/32 ,  C02F1/72 ,  C02F1/78 ,  C02F3/043 ,  C02F3/30 ,  C02F11/16 ,  Y02W10/15

Abstract: A low cost method and apparatus for maintaining and rejuvenating a septic system in which an activated gaseous fluid formed byirradiating an oxygen containing gas, such as ambient air, with radiation having a wavelength below 200 nanometers produced by a lowpowered ultra-violet lamp (20) is brought into intimate contact with liquid in the effluent chamber (12) of a septic tank (10) to effect a substantial reduction in the concentration of suspended solids, volatile solids and fecal coliform in the liquid. The activated fluid can also be brought into intimate contact with a drainage field of a septic system clogged with deposists of water-insoluble sulfides, polysaccharide gums and anaerobic organisms to improve the permeability of the drainage field. The effluent from a septic tank (10) which has been treated with activated gaseous fluid, after filtering to remove suspended solids and subjected to a second treatment with the activated gaseous fluid, is surface quality water.