汚泥床法の英語

上向流嫌気性汚泥床法の嫌気性消化槽内の処理水と粒状汚泥の分離を簡単な濾材で行うことにより、嫌気性消化槽の高効率化を低コストで維持管理を容易に行う。例文帳に追加

To easily maintain and control the high efficiency of an anaerobic digestion tank by separating the treated water from granular sludge by using a simple filter material in an anaerobic digestion tank of an upflow anaerobic sludge blanket method. - 特許庁

上向流嫌気性汚泥床反応槽におけるグラニュール形成方法及びその方法で形成されたグラニュール並びにその方法を用いた装置例文帳に追加

METHOD FOR FORMING GRANULE IN ASCENDING FLOW ANAEROBIC SLUDGE BED REACTION TANK, GRANULES FORMED BY THE METHOD AND APPARATUS USING THE METHOD - 特許庁

沈殿池における汚泥の回収を容易かつ安価に行える移床式集泥装置及び集泥方法を提供する。例文帳に追加

To provide a moving bed apparatus for sludge collection and a method for sludge collection that can easily and economically recover sludge in a sedimentation basin. - 特許庁

高濃度有機性排水を流動床式生物処理法で処理する第１工程と、第１工程流出水を直接活性汚泥処理法により処理し、その処理水を固液分離して汚泥を分離する第２工程とを組み合わせた高濃度有機性排水の処理方法。例文帳に追加

A high concentration organic waste water treatment method is provided with a combination of: a 1st stage for treating high concentration organic waste water by the fluidized bed biological treatment method; and a 2nd stage for directly treating 1st process effluent by the activated sludge treatment method, carrying out the solid-liquid separation of the treated water and separating the sludge. - 特許庁

嫌気・好気ろ床法により排水処理を行う排水処理装置の嫌気性ろ床１１と好気性ろ床１３との間に、加圧浮上分離装置１２を設置するとともに、該加圧浮上分離装置１２で回収した汚泥を前記嫌気性ろ床１１に返送する経路３５を設ける。例文帳に追加

This wastewater treating apparatus, wherein wastewater is treated by an anaerobic/aerobic filter bed method, a pressurized floatation/ separation unit 12 is installed between an anaerobic filter bed 11 and an aerobic filter bed 13 and a route 35 is arranged for returning the sludge recovered in the unit 12 to the filter bed 11. - 特許庁

従来の流動床担体生物処理法と膜分離活性汚泥法の問題点を解決し、高濃度の有機物を含む排水を、処理槽の必要容量を抑え、余剰汚泥除去のための凝集剤を必要とすることなく、浸漬膜の目詰まりを防止して、効率的に処理して高水質の処理水を得る。例文帳に追加

To provided a biological treatment apparatus which efficiently treats waste water containing organic matter of high concentration and provides high-quality treated water while reducing the required volume of a treatment tank, dispensing with a flocculant for removing waste sludge and preventing the clogging of a immersed membrane by solving the conventional problems of a fluidized bed carrier biological treatment process and a membrane separation activated sludge process. - 特許庁

従来の流動床担体生物処理法と膜分離活性汚泥法の問題点を解決し、高濃度の有機物を含む排水を、処理槽の必要容量を抑え、余剰汚泥除去のための凝集剤を必要とすることなく、浸漬膜の目詰まりを防止して、効率的に処理して高水質の処理水を得る。例文帳に追加

To obtain high-quality treated water by solving a problem of a conventional fluidized bed carrier biological treatment method and a membrane separation activated sludge method to efficiently treat waste water containing a high-concentration organic substance by suppressing a required capacity of a treatment tank, without requiring a flocculent for removing excess sludge and preventing an immersed membrane from being clogged. - 特許庁

従来の流動床担体生物処理法と膜分離活性汚泥法の問題点を解決し、高濃度の有機物を含む排水を、処理槽の必要容量を抑え、余剰汚泥除去のための凝集剤を必要とすることなく、浸漬膜の目詰まりを防止して、効率的に処理して高水質の処理水を得る。例文帳に追加

To obtain high-quality treated water by solving problems of conventional fluidized bed carrier biological treatment method and membrane separation activated sludge method and efficiently treating wastewater containing a high-concentration organic matter by suppressing the necessary capacity of a treatment tank and preventing the clogging of an immersed membrane without requiring a coagulant for surplus sludge removal. - 特許庁