A part of the sludge D1 is withdrawn from a biological treatment system 10 where wastewater A containing organic matter is subjected to aerobic biological treatment.例文帳に追加

有機物を含む排水Ａを好気性生物処理する生物処理系１０から、汚泥Ｄ１の一部を引き抜く。 - 特許庁

The waste water A containing organic material is subjected to aerobic biological treatment by a biological treatment system 10, is separated from the sludge and discharged outside the system as treated water C.例文帳に追加

有機物を含む排水Ａを生物処理系１０で好気性生物処理し、汚泥と分離した後、処理水Ｃとして系外へ排出する。 - 特許庁

In the sewage purifying tank 1 having an anaerobic biological treatment tank (2 or 3), an aerobic biological treatment tank 6 and a treated water tank 7 successively provided thereto from an upstream side, the electrolytic cell 5 having a nitrogen removing function is provided between the anaerobic biological treatment tank (2 or 3) and the aerobic biological treatment tank 6.例文帳に追加

上流から順に、嫌気的生物処理槽（２や３）、好気的生物処理槽６及び処理水槽７を備える汚水浄化槽１において、嫌気的生物処理槽（２や３）と好気的生物処理槽６との間に、窒素除去機能を有する電気分解槽５を設ける。 - 特許庁

To provide a new waste water treatment method by which the power consumption is made lower than that of the conventional method using aerobic biological treatment and a soluble organic component, which is hardly treated by the conventional method using aerobic biological treatment, in waste water can be efficiently decreased.例文帳に追加

従来の好気性生物処理等に比べて消費電力が小さく、生物処理では処理が困難であった排水中の可溶有機成分を効率良く低減させることができる新規排水処理法を提供する。 - 特許庁

To provide a treatment apparatus of organic matter containing wastewater in which the film filterability of an aerobic biological treatment sludge is improved, film flux is maintained high, and chemical washing frequency is reduced when the aerobic biological treatment is performed after the organic matter containing waste water is performed by anaerobic biological treatment, and the aerobically biologically treated water is performed by a membrane separation treatment.例文帳に追加

有機物含有排水を嫌気性生物処理した後好気性生物処理し、好気性生物処理水を膜分離処理するに当たり、好気性生物処理汚泥の膜濾過性を改善して膜フラックスを高く維持して薬品洗浄頻度を低減する。 - 特許庁

The org. waste water is subjected to the aerobic biological treatment at an aerobic tank 3 after subjecting the org. waste water to the anaerobic biological treatment at an anaerobic tank 2, and the resulted water is separated to treated water and separated sludge at a solid-liq. separation means 4.例文帳に追加

有機性排水を嫌気槽２で嫌気性生物処理した後好気槽３で好気性生物処理し、固液分離手段４で処理水と分離汚泥とに固液分離する。 - 特許庁

To perform the volume reduction of excess sludge and the biological decomposition of organic matter in a still more efficient manner in the aerobic biological treatment of an organic waste liquid.例文帳に追加

有機性排液の好気性生物処理において、余剰汚泥の減容化と有機物の生物分解をより一層効率的に行う。 - 特許庁

To enhance treated water quality in aerobic biological treatment and to prevent functional trouble such as the generation of scum, bulking or the like in a succeeding solid-liquid separation process in a treatment method subjecting waste water containing an org. solid to anaerobic biological treatment and aerobic biological treatment successively.例文帳に追加

有機性固形物を含む排水を嫌気性生物処理した後好気性生物処理する処理法において、好気性生物処理での処理水質を高め、その後の固液分離工程におけるスカム発生、バルキングなどの機能障害を防止する。 - 特許庁

An organic matter other than DMSO in the organic matter-containing wastewater after the anaerobic biological treatment is treated in an aerobic treatment tank.例文帳に追加

嫌気的生物処理後の有機物含有排水は、好気性処理槽においてＤＭＳＯ以外の有機物を処理する。 - 特許庁

A biological treatment device 10 is provided with an aerobic cylinder 22 and an anaerobic cylinder 24 in the inside of a treatment tank 16.例文帳に追加

生物処理装置１０は、処理槽１６の内部に好気筒体２２と嫌気筒体２４が設けられる。 - 特許庁

Org. waste water is subjected to aerobic biological treatment in an aeration tank 1 and the treated waste water is subjected to solid-liquid separation treatment in a sedimentation tank 2 to obtain treated water.例文帳に追加

有機性排水を曝気槽１で好気性生物処理し、沈殿槽２で固液分離して処理水を得る。 - 特許庁

By the anaerobic biological treatment and aerobic biological treatment in the preceding stage of the advanced treatment means, and solid/liquid separation, organic matter is adequately removed, to make the treatment by the advanced treatment means a stable and efficient one.例文帳に追加

高度処理手段の前段で嫌気性生物処理及び好気性生物処理と固液分離を行うことにより、有機物を十分に除去し、高度処理手段の処理を安定かつ効率的なものとする。 - 特許庁

This method comprises: treating organic wastewater with an aerobic biological treatment tank B; thereafter, applying mechanical energy to at least a portion of return sludge C from the aerobic biological treatment tank B with an agitation type mill D; and returning the mechanical energy- applied sludge d1 to the aerobic biological treatment tank B.例文帳に追加

有機性排水を好気性生物処理槽Ｂで処理した後に、前記好気性生物処理槽からの返送汚泥Ｃの少なくとも一部に撹拌型ミルＤによって機械的エネルギーを印加させ、機械的エネルギー印加汚泥d1を、好気性生物処理槽に返送することを特徴とする有機性排水の好気性処理方法。 - 特許庁

The DMSO-containing wastewater is subjected to methane fermentation treatment in an anaerobic digestion tank 1, the treated water is solid-liquid separated by a UF membrane separator 2 without being subjected to aerobic biological treatment to get the separated water desalted by an RO membrane separator 3 without being subjected to aerobic biological treatment.例文帳に追加

ＤＭＳＯ含有排水を嫌気性消化槽１でメタン発酵処理し、処理水を好気性生物処理することなくＵＦ膜分離装置２で固液分離し、分離水を好気性生物処理することなくＲＯ膜分離装置３で脱塩処理する。 - 特許庁

The settled sludge of the settling tank 3 and the separated sludge of the separation membrane immersing tank 4 are returned to a second aerobic biological treatment tank 2.例文帳に追加

沈殿槽３の沈殿汚泥と分離膜浸漬槽４の分離汚泥を第２の好気性生物処理槽２に返送する。 - 特許庁

The liquid fraction is fed into an aerobic biological waste water treatment part 3 through piping 2, and aerated from an aeration pipe 4 to be aerobically and biologically treated.例文帳に追加

この固形分と液分は、配管２を介して好気生物排水処理部３に送られ、散気管４からの曝気を受けて好気的に生物処理される。 - 特許庁

The sludge precipitated in the first and second precipitation tanks 2A, 2B and the sludge separated in the separation membrane-immersed tank 3 are returned to the aerobic biological treatment tank 1.例文帳に追加

第１，第２の沈殿槽２Ａ，２Ｂの沈殿汚泥と分離膜浸漬槽３の分離汚泥を好気性生物処理槽１に返送する。 - 特許庁

The floating sludge of the floatation/separation tank 2, and separated sludge of the separation membrane immersion tank 3 are returned to the aerobic biological treatment tank 1.例文帳に追加

浮上分離槽２の浮上汚泥と分離膜浸漬槽３の分離汚泥を好気性生物処理槽１に返送する。 - 特許庁

The organic waste water containing the hardly decomposable organic matter at a low concn., is subjected to an aerobic biological treatment in an aeration tank 1.例文帳に追加

難分解性有機物を低濃度で含有する有機排水を曝気槽１で好気性生物処理する。 - 特許庁

To stably achieve biological dephosphorization by using an anaerobic-aerobic circulation activated sludge treatment method.例文帳に追加

本発明は、嫌気・好気循環型活性汚泥処理法を利用して、高度生物脱リンを安定して達成することを目的とする。 - 特許庁

To enable a reduction of sludge volume and an improvement of BOD load by reviewing the whole aerobic biological treatment to avoid deterioration of treated water.例文帳に追加

好気的生物処理全体を見直し、処理水の悪化を回避して汚泥減容化とＢＯＤ負荷向上とを可能とする。 - 特許庁

The liquid biologically treated in the aerobic biological waste water treatment part 3 is fed into a settling part 6 to be subjected to solid-liquid separation, and a liquid fraction is taken out as treated water.例文帳に追加

好気生物排水処理部３で生物処理された液は、沈殿部６に送られ、固液分離され、液分は処理水として取り出される。 - 特許庁

The sewage separated in the sludge digestion tank is returned to the solid-liquid separation tank to be discharged through the aerobic biological treatment tank and the sedimentation or filter tank.例文帳に追加

汚泥消化槽で分離された汚水は、固液分離槽に返送され、好気性生物処理槽及び沈殿槽または濾過槽を経て放流される。 - 特許庁

The wastewater treatment system 1 comprises the first treatment tank 5 for receiving wastewater, a biological reaction tank 6 for performing aerobic treatment, a treated water tank 7 for receiving treated water from the biological reaction tank 6, and nitrogen removing constant flow equiment.例文帳に追加

廃水処理装置１は、廃水を受け入れる一次処理槽５と、好気製処理する生物反応槽６と、この生物反応槽６からの処理水を受け入れる処理水槽７と、窒素除去用定量設備とから構成されている。 - 特許庁

After organic wastewater is treated in a first aerobic biological treatment tank 1 retaining fluid carriers carrying microorganisms, the wastewater is treated in a second aerobic biological treatment tank 2 retaining fluid carriers carrying microorganisms and floating activated sludge, and then separated into supernatant water and settled sludge in a settling tank 3.例文帳に追加

有機性排水を、微生物を担持した流動担体を保持する第１の好気性生物処理槽１で処理した後、微生物を担持した流動担体と浮遊活性汚泥とを保持する第２の好気性生物処理槽２で処理し、次いで沈殿槽３で上澄水と沈殿汚泥とに分離する。 - 特許庁

This method of treating colored wastewater is characterized by supplying ozone-containing air or oxygen to colored wastewater in an aerobic biological treatment tank to conduct aerobic biological treatment of organic matter contained in the wastewater and, at the same time, to remove colored matter.例文帳に追加

オゾンを含む空気又は酸素を好気性生物処理槽中の着色排水に供給し、前記排水に含まれる有機物を好気性生物処理すると同時に、着色物も除去することを特徴とする着色排水の処理方法。 - 特許庁

The aerobic treatment is performed by ensuring a predetermined solid matter stagnation time equal to or longer than the solid matter stagnation time required for usual aerobic digestion to accelerate the autolysis and solubilization of the biological sludge.例文帳に追加

この好気性処理を通常の好気性消化に要する固形物滞留時間と同等以上に長い所定固形物滞留時間を確保して行って生物汚泥の自己分解と可溶化を促進する。 - 特許庁

The aerobic treatment is performed by ensuring a predetermined solid matter stagnation time equal to or longer than the solid matter stagnation time required for usual aerobic digestion to accelerate the autolysis and solubilization of the biological sludge.例文帳に追加

好気性処理を通常の好気性消化に要する固形物滞留時間と同等以上に長い所定固形物滞留時間を確保して行うことで生物汚泥の自己分解と可溶化を促進する。 - 特許庁

To provide a method for treating organic waste water, wherein the generation of surplus sludge itself can be remarkably suppressed in a biological treatment method for organic waste water by an anaerobic/aerobic process or an anaerobic/non-oxygen/aerobic process.例文帳に追加

嫌気・好気法あるいは嫌気・無酸素・好気法による有機性排水の生物処理方法において、余剰汚泥の生成そのものを大幅に抑制することが可能な有機性排水の処理方法を提供することを目的とする。 - 特許庁

An aerobic biological reaction chamber 2, a particle flocculation chamber 3 and a filter chamber 4 are respectively demarcated and these chambers are parallelly arranged in a flowing order to constitute the aerobic treatment tank 1.例文帳に追加

好気的な生物反応室２と、粒子凝集室３と、濾過室４とは各々区画され、これらは流れの順に並置されて、好気処理槽１を構成する。 - 特許庁

The combined sewage treatment tank is constituted by connecting a combined treatment system 20 having a biological filter chamber 22 to the single sewage treatment tank having an anaerobic treatment chamber 3, an aerobic treatment chamber 4, a settling chamber 5 and a disinfection chamber 6.例文帳に追加

嫌気処理室３と好気処理室４と沈殿室５と消毒室６を備えた単独処理浄化槽１に生物濾過槽２２を備えた合併処理化装置２０を接続することにより合併処理浄化槽を構成する。 - 特許庁

Wastewater is treated by a first process for applying anaerobic biological treatment to wastewater and a second process for applying aerobic biological treatment to the wastewater from the first process.例文帳に追加

排水に嫌気性の生物学的処理を施す第１の工程と、この第１の工程を介した排水に好気性の生物学的処理を施す第２の工程とからなる。 - 特許庁

To prevent the overflow of sludge if the flow rate of sewage is increased besides the water quality of treated water is maintained when aerobic biological treatment is carried out after the sewage is subjected to anaerobic biological treatment.例文帳に追加

下水を嫌気性生物処理した後、好気性生物処理するに当たり、処理水水質を維持した上で、下水流量が増大した場合の汚泥の流出を防止する。 - 特許庁

To provide a sludge treating method and a treatment apparatus adjusting pH of sludge generated from a biological treating part in a continuous aerobic treatment condition, in a treating method of decomposing the sludge by the aerobic treatment and solid-liquid separation in a sludge treating tank 9.例文帳に追加

生物処理部より発生した汚泥を、汚泥処理槽９内で好気処理と固液分離することにより分解する処理方法において、連続的に好気処理をする条件で、ｐＨを調整することができる汚泥処理方法及びその装置の提供を目的とする。 - 特許庁

To sufficiently dissolve the oxygen in air bubbles into liquid to be treated and to efficiently progress the biological treatment by activated sludge with an aerobic biological treating device including membrane elements 32.例文帳に追加

膜エレメント３２を具備した好気性生物処理装置において、被処理液に対して気泡中の酸素を十分に溶解させ、活性汚泥による生物処理を効率よく進行させる。 - 特許庁

It is desirable that, after decomposing the hardly decomposable substances contained in the waste water into the easily decomposable substances by the microwave irradiation, the resultant treated water is supplied to a biological reaction tank to perform biological treatment under aerobic or anaerobic conditions.例文帳に追加

またマイクロ波を照射して廃水に含まれる難分解性物質を易分解性物質にまで分解した後に、得られた処理水を生物反応槽に供給して好気もしくは嫌気下に生物処理を行なうことが望ましい。 - 特許庁

This treatment process for feeding organic wastewater into the aerobic biological treatment device to subject the organic wastewater to activated sludge treatment, comprises: mixing sludge containing endospore forming bacteria with a germination promoter and germinating spores of the endospore forming bacteria, to convert the spores into vegetative cell; and supplying the resulting sludge containing the vegetative cells of endospore forming bacteria to the aerobic biological treatment device.例文帳に追加

(2) 有機性廃水を好気性生物処理装置に供給して生物処理する方法において、内生胞子形成細菌の胞子を含む汚泥と発芽促進剤を混合して該汚泥中の内生胞子形成細菌の胞子を発芽させて栄養細胞に転換し、該内生胞子細胞形成細菌の栄養細胞を含む汚泥を、前記好気性処理装置に供給する有機性廃水の処理方法。 - 特許庁

To provide a water treating device and a water treating system provided with the device capable of performing the biological treatment composed of aerobic treatment and anaerobic treatment in one tank and capable of simultaneously performing membrane separation.例文帳に追加

好気処理と嫌気処理からなる生物学的処理を一槽で行うことができ、同時に膜分離も行うことのできる水処理装置およびこれを備えた水処理システムを提供する。 - 特許庁

In a treatment apparatus of DMSO-containing waste water, DMSO-containing waste water is subjected to oxidation treatment in an oxidizing reaction tank 1 and a residual oxidizing agent is removed in a catalytic reduction tank 2 and, thereafter, the oxidized waste water is treated in an aerobic biological treatment tank 3.例文帳に追加

酸化反応槽１で酸化処理した後、残留する酸化剤を触媒還元槽２で除去し、その後好気生物処理槽３で処理するＤＭＳＯ含有排水の処理装置。 - 特許庁

The organic waste treatment apparatus comprises an anaerobic digestion tank for carrying out the anaerobic digestion of the organic waste, an aerobic biological treatment tank for treating the digested sludge from the anaerobic digestion tank, and a magnesium ammonium phosphate separation and recovery device for separating/recovering the magnesium ammonium phosphate particles from sludge from the aerobic biological treatment tank.例文帳に追加

有機性廃棄物を嫌気性消化する嫌気性消化槽、該嫌気性消化槽からの消化汚泥を処理する好気的生物処理槽、及び該好気的生物処理槽からの汚泥からリン酸マグネシウムアンモニウム粒子を分離／回収するリン酸マグネシウムアンモニウム分離回収装置を備えたことを特徴とする有機性廃棄物の処理装置。 - 特許庁

Subsequently, new biological sludge is introduced into the reaction tank from a biological treatment process and restrictively aerated by a restricted amount of air capable of forming an oxygen-free state to biologically denitrify nitrate nitrogen and nitrite nitrogen formed by aerobic treatment and a cycle again returning aerobic treatment is repeated to reduce the volume of sludge.例文帳に追加

次いで反応槽内に生物処理工程から新たな生物汚泥を導入するとともに、無酸素状態を形成し得る制限空気量で制限曝気して、前記好気性処理によって生成した硝酸性窒素、亜硝酸性窒素を生物学的に脱窒し、再び好気性処理に戻るサイクルを繰り返し汚泥を減容化する。 - 特許庁

The sludge D2 after the ozone treatment is subjected to the aerobic biological treatment in the aeration tank 30 outside the system and is returned to the biological treatment system 10, thereby, the conversion of the sludge outside the system to BOD-causing components is progressed and the discharge quantity required for making the discharged quantity of the sludge zero is reduced.例文帳に追加

オゾン処理後の汚泥Ｄ２を系外曝気槽３０で好気性生物処理して生物処理系１０へ返送することにより、系外での汚泥のＢＯＤ成分化が進み、汚泥排出量を０とするのに必要な汚泥抜き出し量が低減する。 - 特許庁

Subsequently, new biological sludge is introduced into the reaction tank from a biological treatment process and restrictively aerated by a restricted amount of air capable of forming an oxygen free state to biologically decompose the solubilized sludge formed by aerobic treatment and ozone treatment to reduce the volume of sludge.例文帳に追加

次いで反応槽内に生物処理工程から新たな生物汚泥を導入するとともに、無酸素状態を形成し得る制限空気量で制限曝気して、前記好気性処理およびオゾン処理によって生成した可溶化汚泥を生物学的に分解し汚泥を減容化する。 - 特許庁

The combining device connected to the downstream part of the existing individual treatment septic tank 13 is equipped with a biological reaction part 26, a filtering part 27 and a disinfection part (disinfection tank) 38, and anaerobic treatment and aerobic treatment are alternately performed in the biological reaction part 26.例文帳に追加

既設単独処理浄化槽１３の下流にて接続され合併処理を可能にする合併化装置１６であって、合併化装置１６は、上流から、生物反応部２６と、濾過部２７と、消毒部（消毒槽）３８とを備え、その生物反応部２６では嫌気処理と好気処理とを交互に行うものである。 - 特許庁