JP2604745Y2 - Activated sludge treatment equipment - Google Patents

Activated sludge treatment equipment

Info

Publication number
JP2604745Y2
JP2604745Y2 JP1993048651U JP4865193U JP2604745Y2 JP 2604745 Y2 JP2604745 Y2 JP 2604745Y2 JP 1993048651 U JP1993048651 U JP 1993048651U JP 4865193 U JP4865193 U JP 4865193U JP 2604745 Y2 JP2604745 Y2 JP 2604745Y2
Authority
JP
Japan
Prior art keywords
carrier
activated sludge
sludge treatment
tank
diffuser
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP1993048651U
Other languages
Japanese (ja)
Other versions
JPH0713498U (en
Inventor
元之 依田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kurita Water Industries Ltd
Original Assignee
Kurita Water Industries Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kurita Water Industries Ltd filed Critical Kurita Water Industries Ltd
Priority to JP1993048651U priority Critical patent/JP2604745Y2/en
Publication of JPH0713498U publication Critical patent/JPH0713498U/en
Application granted granted Critical
Publication of JP2604745Y2 publication Critical patent/JP2604745Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Biological Treatment Of Waste Water (AREA)
  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】この考案は、曝気槽内にポリウレ
タンなどのスポンジ状に発泡した浮遊性担体を添加して
これに硝化細菌や難分解性物質の分解菌などの微生物を
付着増殖させ、槽内に供給される廃水中の有機性窒素や
アンモニア態窒素を硝酸化したり、廃水中の難分解性物
質を分解する活性汚泥処理装置に関する。
This invention is based on the idea that a sponge-bubble floating carrier such as polyurethane is added to an aeration tank, and microorganisms such as nitrifying bacteria and bacteria that decompose hardly decomposable substances are attached to the carrier . The present invention relates to an activated sludge treatment apparatus that nitrates organic nitrogen and ammonia nitrogen in wastewater supplied to a tank and decomposes hardly decomposable substances in wastewater.

【0002】[0002]

【従来の技術】上述した活性汚泥処理装置は従来、公知
であり、通常の活性汚泥処理方法では汚泥の滞留時間が
短すぎて増殖速度の小さな硝化細菌や、難分解性物質の
分解菌が系内に維持できない場合でも、添加した浮遊性
担体がこれらの細菌に対して付着増殖できるサイトを提
供するので、結果としてこれらの細菌の働きを有効に利
用でき、廃水を高能率で処理することができる。そし
て、特に浮遊性担体がスポンジ状であると、比重は比較
的に水に近いので、砂、活性炭、ゼオライトなどの沈殿
担体と比較して流動しやすいため大きな効果を上げる
ことができる。
2. Description of the Related Art The above-mentioned activated sludge treatment apparatus is known in the prior art. In a conventional activated sludge treatment method, a nitrifying bacterium having a short growth time due to a short residence time of sludge and a degrading bacterium of a hardly decomposable substance are used. Even if it cannot be maintained within
Since the carrier provides a site capable of attaching and growing to these bacteria, as a result, the action of these bacteria can be effectively used, and wastewater can be treated with high efficiency. In particular, when the buoyant carrier is in the form of a sponge, the specific gravity is relatively close to that of water, so that the buoyant carrier is easier to flow than a precipitating carrier such as sand, activated carbon, and zeolite, so that a great effect can be obtained.

【0003】[0003]

【考案が解決しようとする課題】しかしながら浮遊性
に付着する微生物量が著しく増加したり、スポンジの
内部に無機物が蓄積したりすると、比重が増加して流動
性が悪くなり、槽底の流速が小さい空気供給用散気管の
隣接間隔や、コーナ部に沈積してしまい、有効に機能し
なくなることがある。沈積を防止するには、槽底に散気
管を高密度で敷設し、全面曝気することも一つの方法で
あるが、通常、産業廃水処理の曝気槽ではコストをなる
べく小さく抑えるために散気管の数を増やしたくないと
いうニーズには答えられない。
The present invention is, however buoyant in charge
When the amount of microorganisms attached to the body increases significantly or when inorganic substances accumulate inside the sponge, the specific gravity increases and the fluidity deteriorates, and the adjacent space between the air supply air diffusers with a low flow velocity at the bottom of the tank, It may be deposited on the corners and may not function effectively. One way to prevent deposition is to lay a diffuser tube at the bottom of the tank at a high density and aerate the entire surface.However, in general, in an aeration tank for industrial wastewater treatment, a diffuser tube is used to minimize the cost. I can't answer the need to increase the number.

【0004】[0004]

【課題を解決するための手段】本考案は上記に鑑み、開
発されたもので、曝気槽内に浮遊性担体を添加して微生
物を付着させ、槽内に供給される廃水を上記微生物によ
り処理する活性汚泥処理装置において、曝気槽の底の一
部に槽内に空気を供給する主散気装置を敷設すると共
に、底の他半部に沈積した担体を再流動させるため間欠
的に散気する補助散気装置を敷設したことを特徴とす
る。
Means for Solving the Problems The present invention has been developed in view of the above, and a floating carrier is added to an aeration tank to attach microorganisms, and wastewater supplied to the tank is treated by the microorganisms. in activated sludge treatment apparatus, the bottom of the aeration tank one
When installing a main diffuser to supply air into the tank in half,
In, characterized by intermittently be laid auxiliary air diffuser for aeration in order to reflow the carrier deposited on the other half of the bottom.

【0005】[0005]

【実施例】図示の実施離例において、10は内部に浮遊
担体が添加された曝気槽であり、その底の一半部には
浮遊性担体に付着した微生物に空気を供給するための3
本の主散気管11が等間隔で敷設してある。この主散気
管11から散気すると、槽内水中には底の一半部上から
上向したのち他半部に向かって下向する対流12が生
じ、浮遊性担体はこの対流に乗って槽内を流動し、担体
に付着する微生物は空気によって活性を高め、槽内に原
水供給管13から供給される廃水中の有機性窒素や、ア
ンモニア態窒素を硝化したり、廃水中の難分解性物質を
分解する。槽内に供給された廃水は2時間以上滞留する
ことによって処理水となり、処理水管14から槽外に溢
流する。尚、処理水と一緒に浮遊性担体が流出するのを
防止するため、処理水管14の入口にはウェッジワイヤ
ーなどのスクリーン15を設けてある。
DESCRIPTION OF THE PREFERRED EMBODIMENTS In the illustrated embodiment, reference numeral 10 denotes an aeration tank to which a floating carrier is added, and a bottom portion for supplying air to microorganisms adhering to the floating carrier.
The main diffuser tubes 11 are laid at equal intervals. When air diffusion from the main aeration tube 11, the intracisternal water occurs convection 12 downward toward the other halves After upward from on one half of the bottom, floating carrier vessel in riding the convection The microorganisms adhering to the carrier enhance the activity by air, and nitrify organic nitrogen and ammonia nitrogen in the wastewater supplied from the raw water supply pipe 13 into the tank, or nitrify the nitrogen in the wastewater. Decomposes persistent substances. The wastewater supplied into the tank becomes treated water by staying for 2 hours or more, and overflows from the treated water pipe 14 to the outside of the tank. A screen 15 such as a wedge wire is provided at the inlet of the treated water pipe 14 to prevent the floating carrier from flowing out together with the treated water.

【0006】こうして運転中に微生物を多量に付着した
り、スポンジの内部に無機物が蓄積した担体は比重を増
し、槽内で流速が小さい底の他半部上や、他半部のコー
ナ、主散気管11の隣接間隔に図2に破線で示すように
沈積する。このため、上記底の他半部や、他半部のコー
ナ沿いと、主散気管11の隣接間隔に補助散気管16を
敷設し、間欠的に散気を行う。補助散気管からの散気
は、数十分〜1時間程度の間隔で数十秒〜数分間行う。
補助散気管16の圧力損失を、主散気管11の圧力損失
よりも小さく設定し、ブロワーからの空気を、主散気管
への送気量を自動的に減少させ、補助散気管に分岐さ
せ、1台のブロワーで両散気管11,16から同時に散
気してもよい。又、主散気管用のブロワーとは別の予備
のブロワーを使用して補助散気管から散気することもで
きる。こうして、比重を増した浮遊性担体が堆積し易い
場所に設けた補助散気管16から間欠的に散気すること
により、その周辺に沈積した担体は好気的環境下で再度
流動する。
[0006] In this way, the carrier on which a large amount of microorganisms have adhered during operation or the inorganic substance has accumulated inside the sponge increases in specific gravity, and the other half of the bottom where the flow velocity is small in the tank, the corner of the other half, the main part, etc. It is deposited as shown by the broken line in FIG. For this reason, the auxiliary diffuser 16 is laid on the other half of the bottom or along the corner of the other half and adjacent to the main diffuser 11 to intermittently diffuse air. Aeration from the auxiliary air diffuser is performed for several tens of seconds to several minutes at intervals of about several tens of minutes to one hour.
The pressure loss of the auxiliary air diffuser 16 is set smaller than the pressure loss of the main air diffuser 11, the air from the blower is automatically reduced in the amount of air supplied to the main air diffuser, and branched to the auxiliary air diffuser. The air may be diffused simultaneously from both air diffusers 11 and 16 by one blower. In addition, air can be diffused from the auxiliary diffuser using a spare blower different from the blower for the main diffuser. In this way, by intermittently diffusing air from the auxiliary air diffuser 16 provided in a place where the buoyant carrier having increased specific gravity is easily deposited, the carrier deposited therearound flows again under an aerobic environment.

【0007】[0007]

【考案の効果】以上で明らかなように、本考案では底の
一半部に敷設した主散気管からの散気で対流、循環する
担体のうち沈積した担体底の他半部に敷設した補助散
気装置からの間欠的な散気で再流動させ、廃水の処理に
参画させるため、担体に付着増殖した微生物を最大限利
用して廃水を処理できる。そして、補助散気管からの散
気は間欠的であって、連続ではないため、コストはなる
べく小さく抑えるというニーズにも答えることができ
る。又、既設の曝気槽を簡単に改造して実施できる。
[Effects of the Invention] As is clear from the above, in the present invention, the bottom
Convection and circulation by air diffused from the main diffuser laid in one half
Auxiliary dispersion was laid carrier deposited out of the carrier to the other half of the bottom
Since the fluid is reflowed by intermittent aeration from the gas device and participates in the treatment of the wastewater, the wastewater can be treated by maximizing the microorganisms attached and grown on the carrier . Since the air diffuser from the auxiliary air diffuser is intermittent and not continuous, it can meet the need to keep the cost as small as possible. In addition, the existing aeration tank can be easily modified and implemented.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本考案による装置の一実施例の平面図である。FIG. 1 is a plan view of an embodiment of the device according to the present invention.

【図2】図1のA−B線での断面図である。FIG. 2 is a sectional view taken along line AB in FIG.

【符号の説明】[Explanation of symbols]

10 曝気槽 11 主散気管 13 原水供給管 14 処理水管 16 補助散気管 Reference Signs List 10 Aeration tank 11 Main air diffuser 13 Raw water supply pipe 14 Treatment water pipe 16 Auxiliary air diffuser

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 曝気槽内に浮遊性担体を添加して微生物
を付着させ、槽内に供給される廃水を上記微生物により
処理する活性汚泥処理装置において、曝気槽の底の一半
部に槽内に空気を供給する主散気装置を敷設すると共
に、底の他半部に沈積した担体を再流動させるため間欠
的に散気する補助散気装置を敷設したことを特徴とする
活性汚泥処理装置。
1. An activated sludge treatment apparatus for adding a floating carrier to an aeration tank to attach microorganisms thereto and treating wastewater supplied to the tank with the microorganisms, wherein a half of the bottom of the aeration tank is provided. co When laying main air diffuser for supplying air to the vessel within the part
, The activated sludge treatment apparatus according to claim intermittently be laid auxiliary air diffuser for aeration in order to reflow the carrier deposited on the other half of the bottom.
JP1993048651U 1993-08-16 1993-08-16 Activated sludge treatment equipment Expired - Fee Related JP2604745Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993048651U JP2604745Y2 (en) 1993-08-16 1993-08-16 Activated sludge treatment equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1993048651U JP2604745Y2 (en) 1993-08-16 1993-08-16 Activated sludge treatment equipment

Publications (2)

Publication Number Publication Date
JPH0713498U JPH0713498U (en) 1995-03-07
JP2604745Y2 true JP2604745Y2 (en) 2000-06-05

Family

ID=12809269

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1993048651U Expired - Fee Related JP2604745Y2 (en) 1993-08-16 1993-08-16 Activated sludge treatment equipment

Country Status (1)

Country Link
JP (1) JP2604745Y2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1033348A4 (en) * 1998-03-06 2002-02-06 Nippon Kokan Kk Method and apparatus for treating waste water
JP4502856B2 (en) * 2005-03-24 2010-07-14 メタウォーター株式会社 Method for preventing clogging of air diffuser and method for operating air diffuser using this method
JP5190242B2 (en) * 2007-10-02 2013-04-24 株式会社神鋼環境ソリューション Biological treatment method and biological treatment apparatus
JP5293109B2 (en) * 2008-11-21 2013-09-18 Jfeスチール株式会社 Waste water treatment apparatus and waste water treatment method
JP6912236B2 (en) * 2017-03-28 2021-08-04 住友重機械エンバイロメント株式会社 Arrangement method of water treatment system and air diffuser

Also Published As

Publication number Publication date
JPH0713498U (en) 1995-03-07

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