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    • 1. 发明专利
    • Treatment apparatus for organic wastewater and method therefor
    • 有机废水处理设备及其方法
    • JP2003334591A
    • 2003-11-25
    • JP2002144363
    • 2002-05-20
    • Fuji Clean Kogyo KkTakane Kitaoフジクリーン工業株式会社高嶺 北尾
    • KITAO TAKANEIMURA MASAHIROICHINARI TAKESHI
    • C02F3/34C02F11/00C02F11/02C02F11/12
    • Y02W10/27
    • PROBLEM TO BE SOLVED: To provide a treatment apparatus for organic wastewater capable of reducing energy required for reducing the volume of sludge without deteriorating the quality of treated water. SOLUTION: After the organic wastewater W is anaerobically treated in an anaerobic filter bed tank 2, the treated water is aerobically treated in an aeration tank 12. The biologically treated organic wastewater W is separated into treated water and excess sludge in a membrane separation tank 22. Anaerobic sludge biologically treated to a certain degree in the anaerobic filter bed tank 2 and the aeration tank 12 is solubilized in a solubilization tank 42. The excess sludge in the membrane separation tank 22 can be reduced in volume and the quality of treated water subjected to membrane separation in the membrane separation tank 22 is not deteriorated. Energy necessary for reducing the volume of excess sludge can be reduced. This apparatus can be adapted to small-scaled facilities. COPYRIGHT: (C)2004,JPO
    • 要解决的问题:提供一种能够降低污泥体积所需能量的有机废水处理装置,而不会降低处理水的质量。 解决方案:在厌氧过滤床2中对有机废水W进行厌氧处理后,处理水在曝气池12中进行有氧处理。将生物处理的有机废水W分离成处理水和膜中的过量污泥 分离罐22.在厌氧过滤床2和曝气池12中经过一定程度的生物处理的厌氧污泥溶解在增溶罐42中。膜分离罐22中的过剩污泥可以减小体积和质量 在膜分离槽22中进行膜分离的处理水不会劣化。 可以减少用于减少多余污泥体积所需的能量。 该设备可适用于小型设施。 版权所有(C)2004,JPO
    • 4. 发明专利
    • Method for primary treatment of organic sewage and device therefor
    • 用于初级处理有机污水的方法及其设备
    • JP2006075839A
    • 2006-03-23
    • JP2005348429
    • 2005-11-02
    • Fuji Clean Kogyo Kkフジクリーン工業株式会社
    • IMURA MASAHIROYAMADA MITSUYUKI
    • C02F3/00C02F3/28
    • Y02W10/12
    • PROBLEM TO BE SOLVED: To provide a method and device therefor for a primarily treating organic sewage capable of miniaturizing a sewage treatment tank for treating the organic sewage, especially a primary sewage treatment tank for primarily treating the organic sewage. SOLUTION: The primary sewage treatment tank is provided with an anaerobic contact tank A and a baffle wall separation tank B. The anaerobic contact tank A is partitioned to a contact chamber A1 and a transfer flow chamber A2 with a transfer flow partitioning wall 12. A tank bottom part from the contact chamber A1 to the transfer flow chamber A2 is formed in a downwardly narrowed shape in the cross section. A gas injecting device 15 is provided on the tank bottom part of the contact chamber A1. A flow straightening plate 11 for weakening the flow force of inflow sewage and regulating the outflow direction is provided in an outflow port 10 of an inflow guide pipe 9 of the organic sewage. A transfer port 14 for bypass is provided on the transfer flow partitioning wall 12. The baffle wall separation tank B is partitioned into a plurality of chambers with baffle walls 3, 4. Transfer flow ports 18, 20 are opened at the upper part side position than the intermediate part of the baffle walls 3, 4. The upper part than the transfer flow ports 18, 20 is formed as scum baffle walls 3A, 4A and the lower part than the transfer flow ports 18, 20 is formed as sludge baffle walls 3B, 4B. COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种主要处理能够使污水处理槽小型化的有机污水的方法和装置,用于处理有机污水,特别是用于主要处理有机污水的主要污水处理池。 解决方案:主污水处理槽设有厌氧接触罐A和挡板分离罐B.厌氧接触罐A被分配到接触室A1和转移流动室A2,转移流动分隔壁 从接触室A1到转移流动室A2的罐底部分在横截面中形成为向下变窄的形状。 在接触室A1的罐底部设置有气体注入装置15。 在有机污水的流入导管9的流出口10设置有用于削弱流入污水的流动力并调节流出方向的流动整流板11。 在传送流分隔壁12上设置有用于旁路的传送口14.挡板分离槽B被分隔成具有挡板3,4的多个室。传送流通口18,20在上部侧位置打开 与挡板3,4的中间部分相比,转移流道18,20的上部形成为浮渣挡板3A,4A,并且比传送流通口18,20的下部形成为污泥挡板壁 3B,4B。 版权所有(C)2006,JPO&NCIPI
    • 9. 发明专利
    • DEPHOSPHORIZATION PROCESS FOR SEWAGE TREATMENT AND AEROBIC TREATMENT VESSEL PROVIDED WITH METAL ELECTRODE FOR DEPHOSPHORIZATION
    • JP2001079580A
    • 2001-03-27
    • JP26237799
    • 1999-09-16
    • FUJI CLEAN KOGYO KK
    • IMURA MASAHIROSUZUKI EIICHITAKAHASHI KEI
    • C02F3/08C02F1/463C02F1/465C02F3/00C02F3/30
    • PROBLEM TO BE SOLVED: To prevent reduction in elution of a metal ion(s) from a metal electrode due to a passivation film formed on the surface of the metal electrode from being caused and to maintain constant performance with respect to dissolution/elution of the metal electrode. SOLUTION: This dephosphorization process for sewage treatment involves immersing a metal electrode 35 in a sewage in a biological filtration vessel C packed with a fluidized bed carrier X to pass a current through the sewage and to treat the sewage, wherein when the fluidized bed carrier X in the filtration vessel C is subjected to diffused air treatment and backwashing treatment, sewage containing the fluidized bed carrier X is agitated with diffused air, or subjected to aeration/agitation in the backwashing operation, to allow the fluidized bed carrier X or a filter medium to rub against or collide on the surface of the metal electrode 35 to strip and wash off a biofilm deposited on the metal electrode 35 and/or a passivation film formed on the surface of the metal electrode 35. Thus, since the fluidized bed carrier X with which the biological filtration vessel C is packed, is capable of not only sufficiently fulfilling or playing its fundamental function or role for the biological treatment but also concurrently has a function or role as a member for stripping and washing off a biofilm deposited on the metal electrode 35 and/or a passivation film formed on the surface of the metal electrode 35 in the backwashing operation of the carrier X, it is expected that the generalization of such a sewage treatment vessel having a metal electrode for dephosphorization within, can greatly be promoted.