The treatment tank 3 purifies the water to be purified by passing it sequentially through the first anaerobic tank 4, the second anaerobic tank 5, the aerobic tank 6, the settling tank 7, and the sterilizing tank 8.例文帳に追加

処理槽３は、第１嫌気槽４，第２嫌気槽５，好気槽６，沈殿槽７及び消毒槽８に、被浄化水を順次経由させて浄化する。 - 特許庁

The treated water introduced into a tank 1 from its inlet 6 is passed successively through a first anaerobic leakage-bed tank 5, a second anaerobic leakage-bed tank 10 and a contact aeration tank 14 and conducted to a settling tank 19.例文帳に追加

タンク１では、流入口６から導入された処理水は、第一嫌気漏床槽５、第二嫌気漏床槽１０、接触バッキ槽１４、および、沈殿槽１９に導かれる。 - 特許庁

The purifier 1 comprises a treatment tank 3 which is divided into chambers of a first anaerobic tank 4, a second anaerobic tank 5, an aerobic tank 6, a settling tank 7, and a sterilizing tank 8, and a water supply mechanism 10 which generates oxygen dissolved water and supplies it into the anaerobic tank 6.例文帳に追加

浄化装置１は、第１嫌気槽４，第２嫌気槽５，好気槽６，沈殿槽７及び消毒槽８の部屋に仕切られた処理槽３と、酸素溶存水を生成して好気槽６内に供給する水供給機構１０とを備える。 - 特許庁

The remaining water is sent from the second aeration tank 20 to a third aeration tank 30, then sent to a settling basin 40, and the total amount of the water is returned to the first aeration tank 10.例文帳に追加

第２曝気槽２０からは、残部の水が第３曝気槽３０へ送られ、さらに沈殿池４０へ送られ、その全量が第１曝気槽１０へ返送される。 - 特許庁

A part of the suspension in the tank 18 is supplied to a first settling basin 12 and a concentration tank 14 so that the amount of an organic acid to be generated is increased in the basin 12 and the tank 14.例文帳に追加

嫌気槽１８内の懸濁液の一部は、最初沈殿池１２及び濃縮槽１４に供給され、最初沈殿池１２及び濃縮槽１４における有機酸生成量が増加する。 - 特許庁

Furthermore, all or some of the etching bath 11, etching liquid exhaust pipe 12, first-order reaction settling tank 14, and second-order reaction settling tank 16 are provided with the spraying means 32 through 35 which spray the impurities removal fluid 31 to the etching liquid 1 or etching drain 2, thereby triggering the settling reaction of the impurities 3.例文帳に追加

そして、エッチング槽１１、エッチング液排出管１２、一次反応沈澱槽１４、および二次反応沈澱槽１６の全部または一部に噴射手段３２〜３５を設け、不純物除去流体３１をエッチング液１またはエッチング排液２に噴射して、これらから不純物３が沈殿する反応を誘起する。 - 特許庁

A part of the sludge settled in the final settling tank 7 is returned to the first tank 3 via a sludge return pipe 8 and excessive sludge is discharged from a pipe 8a as excessive sludge.例文帳に追加

終沈７で沈降した汚泥の一部は汚泥返送管８を介して第１槽３へ返送され、余剰の汚泥は配管８ａより余剰汚泥として排出される。 - 特許庁

A part of the sludge settled in the final settling tank 7 is recirculated to the first tank 3 through a sludge recirculation pipe 8 and excess sludge is discharged from a pipe 8a as the excess sludge.例文帳に追加

終沈７で沈降した汚泥の一部は汚泥返送管８を介して第１槽３へ返送され、余剰の汚泥は配管８ａより余剰汚泥として排出される。 - 特許庁

Sewage passed through pretreatment equipment such as a first settling tank or to be directly made to flow in is made to flow into a reaction tank 1 without being passed through an inflow screen, and is subjected to biological treatment using a microorganism carrier in the reaction tank 1.例文帳に追加

最初沈殿池等の前処理設備を経由したあるいは直接流入する汚水を、流入スクリーンを通さず毛髪類を含んだまま反応槽１に流入させ、反応槽１で微生物担体を用いた生物処理を行う。 - 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

An upward flow type high speed filter vessel 10 in which floating filter media having apparent specific gravity of 0.1-0.4 is filled is formed by partitioning or replacing a part of a first settling tank in a separated sewage treatment plant.例文帳に追加

分流式下水処理場の最初沈殿池の一部を区画して、あるいは最初沈殿池に替えて、みかけ比重が０.１〜０.４の浮上ろ材を充填した上向流式の高速ろ過槽１０を形成する。 - 特許庁

When the pH value of the electrolytic solution measured by a pH meter 17 exceeds a standard value (arbitrarily set in the range of pH6-8), nitric acid is supplied from a chemical tank 18 to the first settling tank 16 according to the excess amount, and the pH is adjusted.例文帳に追加

ｐＨ測定器１７により測定した電解液のｐＨ値が、基準値（ｐＨ６〜８の範囲で適宜設定される）を超えている場合、その超過量に応じて、薬品槽１８から第１沈殿槽１６に硝酸が供給され、ｐＨ調整が行われる。 - 特許庁

To obtain a support feeding type reaction apparatus capable of avoiding the clogging of a support separation panel for separating the support from a biological reaction tank mixed solution and efficiently operating a first settling tank when water flows in a waste water treatment plant in raining or in a quantity equal to or above a designed value in a treatment plant in which a support feeding type activated sludge method is applied.例文帳に追加

担体投入活性汚泥法を適用した処理場において、雨天時や設計値以上の水量が処理場に流入した場合、担体と生物反応槽混合液を分離する担体分離板の閉塞を回避することができると共に、最初沈殿池の効率的運用を図ることが可能な担体投入型生物反応装置を得ることにある。 - 特許庁