JPH0871585A - Aeration tank - Google Patents
Aeration tankInfo
- Publication number
- JPH0871585A JPH0871585A JP6232535A JP23253594A JPH0871585A JP H0871585 A JPH0871585 A JP H0871585A JP 6232535 A JP6232535 A JP 6232535A JP 23253594 A JP23253594 A JP 23253594A JP H0871585 A JPH0871585 A JP H0871585A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- aeration tank
- air
- tank
- water
- 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.)
- Granted
Links
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Biological Treatment Of Waste Water (AREA)
- Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は有機物及び/またはアン
モニア態窒素、有機態窒素等の窒素成分を含む被処理水
を生物学的に処理する曝気槽に係り、特に槽内に空気等
の酸素含有ガスを供給する散気管の目詰まりを効率良く
解消し得るようになした曝気槽に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an aeration tank for biologically treating water to be treated containing organic substances and / or nitrogen components such as ammonia nitrogen and organic nitrogen, and particularly to oxygen such as air in the tank. The present invention relates to an aeration tank capable of efficiently eliminating clogging of a diffuser for supplying a contained gas.
【0002】[0002]
【従来の技術】一般の産業廃水や生活廃水中に含まれる
有機物(BOD成分)の除去、あるいはアンモニア態窒
素の硝化を行う手段の一つとして、活性汚泥法や固定床
接触酸化法等の生物学的処理に基づく曝気槽が広く使用
に供されている。図2は従来の固定床接触酸化式の曝気
槽の一例を示すもので、図中1は曝気槽本体、2は当該
曝気槽本体1内の下方部に付設した目板、3は当該目板
2の上面に充填した充填材であり、当該充填材3の表面
あるいは内部には好気性微生物を着生させてある。2. Description of the Related Art As one of the means for removing organic substances (BOD components) contained in general industrial wastewater and domestic wastewater or nitrifying ammonia nitrogen, organisms such as an activated sludge method and a fixed bed catalytic oxidation method are used. Aeration tanks based on biological treatment are widely used. FIG. 2 shows an example of a conventional fixed bed catalytic oxidation type aeration tank. In the figure, 1 is an aeration tank main body, 2 is an eye plate attached to a lower portion in the aeration tank main body 1, and 3 is the eye plate. 2 is a filler filled on the upper surface of the filler 2, and aerobic microorganisms are allowed to grow on the surface or inside of the filler 3.
【0003】4は例えば有機物を含む産業廃水や生活廃
水(以下、被処理水という)をポンプ5によって曝気槽
本体1内に供給する被処理水供給管である。6は前記被
処理水供給管4の一部をなす被処理水ヘッダー管であ
り、当該ヘッダー管6を介して被処理水は複数本の被処
理水供給枝管4A,4A・・・に分配され、曝気槽本体
1内に付設してある目板2の下方部に均等に供給される
ようになっている。Reference numeral 4 denotes a treated water supply pipe for supplying industrial wastewater containing domestic substances or domestic wastewater (hereinafter referred to as treated water) into the aeration tank main body 1 by a pump 5. Reference numeral 6 denotes a treated water header pipe forming a part of the treated water supply pipe 4, and the treated water is distributed to the plurality of treated water supply branch pipes 4A, 4A ... Through the header pipe 6. Then, the gas is evenly supplied to the lower part of the eye plate 2 attached inside the aeration tank body 1.
【0004】7は酸素含有ガスとしての空気をブロワー
8によって曝気槽本体1内の下方部に圧送する空気供給
管である。9は当該空気供給管7の一部をなす空気ヘッ
ダー管であり、当該ヘッダー管9を介して空気は複数本
の空気供給枝管7A,7A・・・に分配され、各空気供
給枝管7A,7A・・・の先端部に連設してある散気管
10,10・・・に穿ってある直径2〜10mm程度の
多数の散気口11より曝気槽本体1内の下方部に均等に
供給される。Reference numeral 7 is an air supply pipe for sending air as an oxygen-containing gas by a blower 8 to a lower portion in the aeration tank body 1. Reference numeral 9 denotes an air header pipe forming a part of the air supply pipe 7, and the air is distributed to the plurality of air supply branch pipes 7A, 7A ... Through the header pipe 9 and each air supply branch pipe 7A. , 7A ... Evenly distributed in the lower part of the aeration tank main body 1 through a large number of air diffusers 11 having a diameter of about 2 to 10 mm formed in the air diffusers 10, 10 ... Supplied.
【0005】12は曝気槽本体1の上部周縁に形成され
たトラフであり、充填材3の層を上昇してきた処理水は
このトラフ12によって集められ、処理水排出管13を
介して曝気槽本体1外に排出される。また、14は被処
理水供給管4の一部をなす前記被処理水ヘッダー管6に
繋げた槽内水のブロー管であり、15は当該ブロー管1
4の管路中に付設したバルブである。Reference numeral 12 is a trough formed on the upper peripheral edge of the aeration tank main body 1. The treated water that has risen in the layer of the filling material 3 is collected by this trough 12 and is passed through the treated water discharge pipe 13 to the aeration tank main body. 1 is discharged to the outside. Further, 14 is a blow pipe for the in-tank water connected to the treated water header pipe 6 forming a part of the treated water supply pipe 4, and 15 is the blow pipe 1
It is a valve attached in the conduit of No. 4.
【0006】上記した従来構成の曝気槽の運転は、先
ず、ポンプ5を駆動して被処理水を被処理水供給管4及
び被処理水ヘッダー管6並びに被処理水供給枝管4Aを
介して曝気槽本体1内の下方部に供給する。一方、これ
と同時にブロワー8を運転して空気を空気供給管7及び
空気ヘッダー管9並びに空気供給枝管7Aを介して曝気
槽本体1内の下方部に配管してある散気管10より曝気
槽本体1内に供給する。すると、被処理水は空気と混ざ
りながら目板2を通り、充填材3の層を上昇しながら充
填材3に着生させてある好気性微生物の作用により例え
ばBOD成分が生物学的に酸化され、BOD成分の除去
された処理水はトラフ12及び処理水排出管13を介し
て、曝気槽本体1外に排出される。In the operation of the above-described conventional aeration tank, first, the pump 5 is driven to supply the treated water through the treated water supply pipe 4, the treated water header pipe 6 and the treated water supply branch pipe 4A. Supply to the lower part in the aeration tank body 1. On the other hand, at the same time, the blower 8 is operated to supply air through the air supply pipe 7, the air header pipe 9, and the air supply branch pipe 7A to the aeration tank from the aeration pipe 10 which is piped in the lower portion of the aeration tank main body 1. Supply into the main body 1. Then, the water to be treated passes through the eye plate 2 while being mixed with air, and while the layer of the packing material 3 is rising, the aerobic microorganisms that have grown on the packing material 3 biologically oxidize the BOD component, for example. The treated water from which the BOD component has been removed is discharged to the outside of the aeration tank main body 1 through the trough 12 and the treated water discharge pipe 13.
【0007】上記した処理操作が継続されると次第に充
填材1同士の空隙間に余剰生物汚泥や懸濁物質等が付着
し、処理能率が低下してくるので、槽下部より洗浄水や
洗浄空気を定期的に流入させて充填材3の層を逆洗し、
懸濁物質や余剰生物汚泥等の除去を行う。また、場合に
よっては上記逆洗に加えて、以下のような操作を行うこ
ともある。すなわち、ポンプ5の運転を停止すると共
に、バルブ15を開放して曝気槽本体1内の水の水頭圧
の作用により、槽内の水を被処理水供給管4を介して逆
流させ、ブロー管14を通じて槽本体1内の底部付近に
存在する余剰生物汚泥等と一緒に曝気槽本体1外にブロ
ーする。If the above-mentioned treatment operation is continued, excess biological sludge and suspended substances will gradually adhere between the gaps between the fillers 1 and the treatment efficiency will decrease. To periodically backwash the layer of filler 3,
Remove suspended solids and excess biological sludge. In addition to the above backwash, the following operation may be performed depending on the case. That is, the operation of the pump 5 is stopped, the valve 15 is opened, and the water in the tank is made to flow back through the treated water supply pipe 4 by the action of the head pressure of the water in the aeration tank main body 1, and the blow pipe It blows to the outside of the aeration tank body 1 together with the surplus biological sludge existing near the bottom in the tank body 1 through 14.
【0008】このようにして充填材1の層内や槽本体1
の底部に堆積した余剰生物汚泥等は曝気槽本体1外に排
出されるのであるが、上記した処理操作及び逆洗操作が
継続されるにしたがって、散気管10の周辺部、特に散
気口11の周囲にも余剰生物汚泥や炭酸カルシウム等の
スケール成分が付着し、次第に散気口11を閉塞するよ
うになる。散気管10に穿ってある散気口11の周囲に
付着した余剰生物汚泥や炭酸カルシウム等は上記逆洗や
被処理水供給管4を介しての槽内水のブロー操作を行っ
ても取り除くことができない。そのため、従来は一旦曝
気槽本体1内の水を被処理水供給管4、ブロー管14を
介して抜き出してから、空気供給枝管7Aと散気管10
を繋ぐフランジ16を外して、槽本体1内から散気管1
0を引き抜き、散気口11周囲の付着物を清掃除去して
から再び散気管10を槽本体1内にセットし、フランジ
16を介して空気供給枝管7に接続するようにしてい
た。In this way, in the layer of the filler 1 and the tank body 1
The surplus biological sludge accumulated on the bottom of the aeration tank is discharged to the outside of the aeration tank main body 1. However, as the above-described processing operation and backwash operation are continued, the peripheral portion of the air diffusion pipe 10, particularly the air diffusion port 11 Excess biological sludge and scale components such as calcium carbonate also adhere to the surroundings, gradually closing the air diffuser 11. Excess biological sludge, calcium carbonate, etc. adhering to the periphery of the air diffuser 11 formed in the air diffuser 10 can be removed even by performing the above-mentioned backwashing or blowing operation of water in the tank through the treated water supply pipe 4. I can't. Therefore, conventionally, the water in the aeration tank main body 1 is once extracted through the treated water supply pipe 4 and the blow pipe 14, and then the air supply branch pipe 7A and the air diffuser pipe 10 are used.
Remove the flange 16 that connects the
0 was pulled out, the deposits around the air diffuser 11 were cleaned and removed, and then the air diffuser 10 was set in the tank body 1 again and connected to the air supply branch pipe 7 via the flange 16.
【0009】[0009]
【発明が解決しようとする課題】前記したように、従来
の曝気槽においては、曝気槽内に空気を供給する散気管
の目詰まりを防ぐため、槽本体内から散気管を取り出す
ようにしていた。そのため、この作業中は装置の運転を
停止しなければならないと共に、散気管の取り出し及び
再セットに多大な時間と労力を要するという大きな問題
点があった。そこで、本発明は前記した従来の曝気槽の
不具合点を解消し、散気口に付着した余剰生物汚泥等の
除去にあたり何ら散気管を槽外に取り出す必要がなく、
槽内の水の水頭圧を有効に利用して散気管内に槽内水を
逆流させることにより、散気口周辺に付着した余剰生物
汚泥等を槽外に円滑に排出し得るようになした曝気槽を
提供することを目的とするものである。As described above, in the conventional aeration tank, the air diffuser is taken out from the inside of the tank body in order to prevent clogging of the air diffuser for supplying air into the aeration tank. . Therefore, the operation of the apparatus must be stopped during this work, and there is a big problem that it takes a lot of time and labor to take out and reset the air diffuser. Therefore, the present invention eliminates the disadvantages of the conventional aeration tank described above, it is not necessary to take out any air diffuser pipe out of the tank in removing excess biological sludge attached to the air diffuser,
By effectively utilizing the head pressure of the water in the tank to backflow the water in the tank into the diffuser pipe, it became possible to smoothly discharge the excess biological sludge attached to the vicinity of the diffuser outside the tank. It is intended to provide an aeration tank.
【0010】[0010]
【課題を解決するための手段】前記目的を達成するため
の本発明の構成を詳述すれば、槽内の下方部に、小孔ま
たはスリット等からなる多数の散気口を有する散気管を
配管し、当該散気管から槽内に空気等の酸素含有ガスを
供給すると同時に、有機物及び/または窒素成分を含む
被処理水を槽内に入れ、好気性微生物の存在下で生物学
的処理により被処理水中の有機物及び/または窒素成分
を酸化分解するようになした曝気槽において、前記散気
管に酸素含有ガスを送るガス供給管における槽内水の水
頭圧が掛かる任意の箇所に、槽内水の水抜き用のブロー
管を接続すると共に、当該ブロー管の管路中にバルブを
付設したことを特徴とする曝気槽である。The structure of the present invention for achieving the above object will be described in detail. An air diffuser having a plurality of air diffusers formed of small holes or slits is provided in the lower portion of the tank. At the same time as supplying oxygen-containing gas such as air from the air diffuser into the tank through pipes, water to be treated containing organic substances and / or nitrogen components is put into the tank, and biological treatment is performed in the presence of aerobic microorganisms. In an aeration tank adapted to oxidatively decompose organic substances and / or nitrogen components in the water to be treated, the inside of the tank may be located at any location where the head pressure of the water in the tank is applied to the gas supply pipe for sending the oxygen-containing gas to the diffuser pipe. The aeration tank is characterized in that a blow pipe for draining water is connected and a valve is provided in the pipeline of the blow pipe.
【0011】[0011]
【作用】本発明の曝気槽はこのように、散気管に空気、
酸素富化空気、純酸素等の酸素含有ガスを送るガス供給
管に槽内水の水抜き用のブロー管を接続したことを特徴
とするもので、ブロワーの運転を停止してブロー管に付
設してあるバルブを開くと、曝気槽内の水の水頭圧によ
って槽内の水が散気口を通じ、更に散気管及びブロー管
を通じて逆流し、当該逆流水の通流によって散気管にお
ける散気口周辺の付着物が剥離除去され、逆流水と一緒
になって槽外に排出されるものである。従って、本発明
の曝気槽によれば、散気口の目詰まりを除去するため、
従来のように散気管を槽内から取り出す必要がなくな
り、曝気槽全体の運転を長時間に亘り停止しなければな
らないという従来の不具合を解消することができるもの
である。The function of the aeration tank of the present invention is as follows.
It is characterized in that a blow pipe for draining water from the tank is connected to a gas supply pipe that sends oxygen-containing gas such as oxygen-enriched air and pure oxygen.The blower is stopped and attached to the blow pipe. When the valve provided is opened, the water in the tank flows back through the diffuser port due to the head pressure of the water in the aeration tank, and further through the diffuser pipe and the blow pipe. The deposits on the periphery are peeled off and discharged together with the backflow water to the outside of the tank. Therefore, according to the aeration tank of the present invention, in order to remove the clogging of the air diffuser,
It is possible to eliminate the conventional problem that the operation of the entire aeration tank has to be stopped for a long time as it is not necessary to take out the air diffuser from the inside of the tank as in the conventional case.
【0012】なお、散気口周囲の付着物質を良好に除去
するには、槽内水の水頭圧を散気管の散気口に集中させ
ればよく、そのためには被処理水供給管に接続してある
ブロー管のバルブを閉状態としておけばよく、散気口周
囲に付着した炭酸カルシウムや余剰生物汚泥等は槽内水
の水頭圧によって散気口内に流れ込む槽内水によって剥
離され、逆流水となって良好に槽外に排出されるもので
ある。また、上述のようなガス供給管を介しての槽内水
の水抜き操作は、散気口がある程度目詰まりしてから行
ってもよいが、目詰まりを防止するという意味では、上
記操作を定期的に行うことが望ましい。In order to satisfactorily remove the adhering substances around the diffuser port, the head pressure of the water in the tank should be concentrated at the diffuser port of the diffuser pipe, and for that purpose, it should be connected to the treated water supply pipe. It is only necessary to close the valve of the blow tube that is installed, and calcium carbonate and surplus biological sludge adhered to the periphery of the diffuser will be separated by the water in the tank flowing into the diffuser due to the head pressure of the water in the tank, and will flow backward. It becomes water and is discharged well outside the tank. Further, the operation of draining water in the tank through the gas supply pipe as described above may be performed after the air diffuser has been clogged to some extent, but in the sense of preventing clogging, the above operation is performed. It is desirable to do it regularly.
【0013】[0013]
【実施例】以下、本発明曝気槽の具体的構成を図示の実
施例に基づき詳細に説明する。図1は本発明曝気槽の一
実施例を示す概略説明図であり、図中20は曝気槽本体
を示す。21は当該曝気槽本体20内に付設した多孔板
よりなる目板、22は当該目板21の上面に充填した充
填材層である。この充填材層22は、特に図示しない
が、下段に目板21を通らない比較的粗大な砂利あるい
は砕石等からなる支持材層を形成し、当該支持材層の上
に細かい砂利あるいは砕石、球状セラミック、ハニカム
チューブ、網状体等からなる充填材を通常3〜5mの高
さになるよう充填してなるものである。なお、充填材層
22をなす充填材には好気性微生物を着生させてあるの
は云うまでもない。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The concrete construction of the aeration tank of the present invention will be described in detail below with reference to the illustrated embodiments. FIG. 1 is a schematic explanatory view showing an embodiment of the aeration tank of the present invention, and 20 in the figure shows an aeration tank main body. Reference numeral 21 is a perforated plate made of a perforated plate provided inside the aeration tank body 20, and 22 is a filler layer filled on the upper surface of the perforated plate 21. Although not particularly shown, the filler layer 22 forms a support material layer made of relatively coarse gravel or crushed stone that does not pass through the eye plate 21 in the lower stage, and fine gravel or crushed stone, spherical particles are formed on the support material layer. It is usually formed by filling a filling material such as ceramics, a honeycomb tube, and a net-like body to a height of 3 to 5 m. Needless to say, the filler forming the filler layer 22 has aerobic microorganisms grown thereon.
【0014】次に、23は被処理水供給管、24は被処
理水供給管23を介して被処理水を曝気槽本体20内に
圧送するポンプ、25は被処理水供給管23に接続した
当該供給管23の一部をなす被処理水ヘッダー管、26
は当該被処理水ヘッダー管25に接続したブロー管、2
7は当該ブロー管26の管路中に付設したバルブであ
る。なお、被処理水は被処理水ヘッダー管25に接続さ
れた複数本の被処理水供給枝管28,28・・・を介し
て曝気槽本体20内の下方部に均等に供給されるように
なっている。前記複数本の被処理水供給枝管28,28
・・・は被処理水供給管23の一部をなすのは云うまで
もない。Next, 23 is a treated water supply pipe, 24 is a pump for pumping the treated water into the aeration tank main body 20 through the treated water supply pipe 23, and 25 is connected to the treated water supply pipe 23. A treated water header pipe forming a part of the supply pipe 23, 26
Is a blow pipe connected to the treated water header pipe 25, 2
Reference numeral 7 is a valve attached in the conduit of the blow pipe 26. The treated water is evenly supplied to the lower part in the aeration tank body 20 through the plurality of treated water supply branch pipes 28, 28 ... Connected to the treated water header pipe 25. Has become. The plurality of treated water supply branch pipes 28, 28
Needless to say, ... Form a part of the treated water supply pipe 23.
【0015】一方、曝気槽本体20内に酸素含有ガスと
しての空気を供給する系は、ブロワー29と、このブロ
ワー29に接続した空気供給管30と、この空気供給管
30に接続した当該空気供給管30の一部をなす空気ヘ
ッダー管31と、この空気ヘッダー管31に接続された
複数本の空気供給枝管32,32・・・と、この空気供
給枝管32,32・・・の先端に繋げた複数本の散気管
33,33・・・とからなっている。なお、空気供給管
30はブロワー29の運転停止時に曝気槽本体20内の
被処理水がブロワー29方向に逆流するのを防ぐため一
旦曝気槽本体20の処理水上面より上位に立ち上げてあ
る。On the other hand, the system for supplying the air as the oxygen-containing gas into the aeration tank main body 20 is a blower 29, an air supply pipe 30 connected to the blower 29, and the air supply connected to the air supply pipe 30. An air header pipe 31 forming a part of the pipe 30, a plurality of air supply branch pipes 32, 32 ... Connected to the air header pipe 31, and tips of the air supply branch pipes 32, 32. And a plurality of air diffusers 33, 33 ... The air supply pipe 30 is temporarily raised above the upper surface of the treated water of the aeration tank body 20 in order to prevent the water to be treated in the aeration tank body 20 from flowing backward toward the blower 29 when the operation of the blower 29 is stopped.
【0016】次に、34は空気供給管30の一部をなす
前記空気ヘッダー管31に繋げた槽内水の水抜き用のブ
ロー管であり、35は当該ブロー管34の管路中に付設
したバルブである。図示する実施例ではこのようにブロ
ー管34を空気ヘッダー管31に繋げてあるが、ブロー
管34の接続位置はこの実施例に限られるものではな
く、要は曝気槽本体20内の槽内水の水頭圧が多少とも
掛かる位置であれば空気供給管30の任意の箇所に接続
することができるものである。Next, 34 is a blow pipe for draining water in the tank, which is connected to the air header pipe 31 forming a part of the air supply pipe 30, and 35 is attached in the conduit of the blow pipe 34. It is a valve. In the illustrated embodiment, the blow pipe 34 is connected to the air header pipe 31 in this manner, but the connection position of the blow pipe 34 is not limited to this embodiment, and the point is that the water inside the aeration tank main body 20 It can be connected to any position of the air supply pipe 30 as long as the head pressure is applied to the air supply pipe.
【0017】その他、図中の36は散気管33の下側に
穿った2〜10mm径程度の多数の散気口、37は前記
ブロー管26及び34の下方部に設けた排水溝、38は
曝気槽本体20の上部周縁に形成した処理水の排出用ト
ラフ、39はトラフ38内の処理水を槽本体20外に排
出するための処理水排出管である。In addition, in the figure, 36 is a large number of diffuser ports having a diameter of about 2 to 10 mm formed on the lower side of the diffuser pipe 33, 37 is a drain groove provided below the blow pipes 26 and 34, and 38 is a drainage groove. A treated water discharge trough formed on the upper peripheral edge of the aeration tank main body 20, and a treated water discharge pipe 39 for discharging the treated water in the trough 38 to the outside of the tank main body 20.
【0018】次に、本発明曝気槽の運転例につき説明す
るが、被処理水供給管23を通じての被処理水の曝気槽
本体20内への供給及び空気供給管30を通じての空気
の曝気槽本体20内への供給は前記従来例の場合とほぼ
同じであるので詳細な説明は省略する。Next, an operation example of the aeration tank of the present invention will be described. Supply of the treated water into the aeration tank main body 20 through the treated water supply pipe 23 and air aeration tank main body through the air supply pipe 30. Since the supply to the inside of 20 is almost the same as the case of the above-mentioned conventional example, detailed description will be omitted.
【0019】曝気槽本体20内における被処理水の生物
学的処理の継続に伴い、散気管33の散気口36周辺に
炭酸カルシウムや余剰生物汚泥等が次第に付着してく
る。そして、散気口36が目詰まり状態になると、充填
材層22に着生させてある好気性微生物に空気を供給す
るブロワー29の吐出圧力が上昇してくる。そこで、こ
の目詰まりを取り除くため、先ず、前記ブロワー29の
運転を停止し、次いでブロー管34の管路中に付設して
あるバルブ35を開く。なお、その際被処理水供給管側
のブロー管26に付設してあるバルブ27は閉じてお
く。As the biological treatment of the water to be treated in the aeration tank body 20 continues, calcium carbonate, surplus biological sludge and the like gradually adhere to the periphery of the diffuser 36 of the diffuser pipe 33. When the air diffuser 36 becomes clogged, the discharge pressure of the blower 29 that supplies air to the aerobic microorganisms that have grown on the filler layer 22 increases. Therefore, in order to remove this clogging, first, the operation of the blower 29 is stopped, and then the valve 35 attached in the conduit of the blow pipe 34 is opened. At that time, the valve 27 attached to the blow pipe 26 on the treated water supply pipe side is closed.
【0020】すると、曝気槽本体20内の槽内水の水頭
圧が散気管33に掛かり、槽内水は狭小となった散気口
36内から散気管33内に入って、空気供給枝管32,
32・・・及びヘッダー管31、ブロー管34内を逆流
してブロー管34の先端部から排水溝37内にブローさ
れる。その際、散気口36周辺の付着物は散気口36を
通して散気管33内に逆流する槽内水の通流によって次
第に剥離され、槽内水と一緒になってブローされる。Then, the head pressure of the in-tank water in the aeration tank main body 20 is applied to the diffuser pipe 33, and the in-tank water enters the diffuser pipe 33 from the narrowed diffuser port 36 to supply the air supply branch pipe. 32,
32, the header pipe 31, and the blow pipe 34 are backflowed and blown into the drain groove 37 from the tip of the blow pipe 34. At that time, the deposits around the air diffuser 36 are gradually separated by the flow of water in the tank that flows back into the air diffuser 33 through the air diffuser 36, and is blown together with the water in the tank.
【0021】所定の時間ブロー管34を通じて槽内水を
逆流させてから、バルブ35を閉じ、ブロワー29を運
転して、空気供給ヘッダー管31及び空気供給枝管32
内に溜まった水を曝気槽本体20内に押し戻してやる。
そして、通常時の運転の際、ブロワー29の吐出圧力は
下降するので、これにより散気口36の目詰まりが解消
されたことを確認できるものである。なお、上述の実施
例では曝気槽本体内に微生物付着用の充填材を充填して
なる固定床接触酸化方式の曝気槽について説明したが、
本発明はこれに限定されるものではなく、例えば曝気槽
本体内に充填材が存在しない、いわゆる活性汚泥処理の
曝気槽にも適用できるものである。After backflowing the water in the tank through the blow pipe 34 for a predetermined time, the valve 35 is closed and the blower 29 is operated to operate the air supply header pipe 31 and the air supply branch pipe 32.
The water accumulated inside is pushed back into the aeration tank main body 20.
Then, during normal operation, the discharge pressure of the blower 29 decreases, so that it can be confirmed that the clogging of the air diffuser 36 has been eliminated. In the above-mentioned embodiment, the aeration tank of the fixed bed catalytic oxidation method in which the aeration tank main body is filled with the filler for adhering microorganisms has been described.
The present invention is not limited to this, and can be applied to, for example, an aeration tank for so-called activated sludge treatment in which a filler does not exist in the aeration tank main body.
【0022】[0022]
【発明の効果】本発明曝気槽は以上のように、散気管に
空気等の酸素含有ガスを送るガス供給管に槽内水の水抜
き用のブロー管を接続したことを特徴とするものであ
り、散気口周辺に付着した余剰生物汚泥等の除去にあた
り何ら散気管を槽外に取り出す必要がなく、槽内の水の
水頭圧を有効に利用して散気管内に槽内水を逆流させ、
散気口周辺に付着した余剰生物汚泥等を槽外に円滑に排
出し得るようになしたものであるから、曝気槽全体の運
転を長時間に亘り停止しなければならないという従来の
不具合を解消することができるものである。また、ブロ
ー管に付設したバルブを開くだけの簡単な操作で槽内水
を逆流させ散気口周辺の付着物を取り除くものであるか
ら経済的にも甚だ有利である。As described above, the aeration tank of the present invention is characterized in that the blow pipe for draining water in the tank is connected to the gas supply pipe for sending the oxygen-containing gas such as air to the diffuser pipe. Yes, there is no need to take the diffuser pipe out of the tank to remove excess biological sludge attached around the diffuser port, and the head water pressure in the tank is effectively used to backflow the tank water into the diffuser pipe. Let
Excessive biological sludge attached around the diffuser can be discharged smoothly outside the tank, eliminating the conventional problem of having to stop the operation of the entire aeration tank for a long time. Is what you can do. In addition, since the water in the tank is made to flow backward by a simple operation of opening the valve attached to the blow pipe to remove the deposits around the diffuser port, it is economically very advantageous.
【図1】本発明曝気槽の一実施例を示す概略説明図であ
る。FIG. 1 is a schematic explanatory view showing an embodiment of the aeration tank of the present invention.
【図2】従来の曝気槽の一例を示す概略説明図である。FIG. 2 is a schematic explanatory view showing an example of a conventional aeration tank.
20:曝気槽本体 21:目板 22:充填材層 23:被処理水供
給管 24:ポンプ 25:被処理水ヘ
ッダー管 26:ブロー管 27:バルブ 28:被処理水供給枝管 29:ブロワー 30:空気供給管 31:空気ヘッダ
ー管 32:空気供給枝管 33:散気管 34:ブロー管 35:バルブ 36:散気口 37:排水溝20: Aeration tank main body 21: Eye plate 22: Filler layer 23: Treated water supply pipe 24: Pump 25: Treated water header pipe 26: Blow pipe 27: Valve 28: Treated water supply branch pipe 29: Blower 30 : Air supply pipe 31: Air header pipe 32: Air supply branch pipe 33: Air diffuser pipe 34: Blow pipe 35: Valve 36: Air diffuser 37: Drain groove
Claims (1)
からなる多数の散気口を有する散気管を配管し、当該散
気管から槽内に空気等の酸素含有ガスを供給すると同時
に、有機物及び/または窒素成分を含む被処理水を槽内
に入れ、好気性微生物の存在下で生物学的処理により被
処理水中の有機物及び/または窒素成分を酸化分解する
ようになした曝気槽において、前記散気管に酸素含有ガ
スを送るガス供給管における槽内水の水頭圧が掛かる任
意の箇所に、槽内水の水抜き用のブロー管を接続すると
共に、当該ブロー管の管路中にバルブを付設したことを
特徴とする曝気槽。1. A diffusing pipe having a large number of diffusing ports consisting of small holes or slits is provided in the lower part of the tank, and at the same time oxygen-containing gas such as air is supplied from the diffusing pipe into the tank. In an aeration tank in which water to be treated containing organic matter and / or nitrogen component is placed in the tank and the organic matter and / or nitrogen component in the water to be treated is oxidized and decomposed by biological treatment in the presence of aerobic microorganisms. , A blow pipe for draining the water in the tank is connected to an arbitrary position where the head pressure of the water in the tank is applied to the gas supply pipe for sending the oxygen-containing gas to the air diffuser, and in the conduit of the blow pipe. An aeration tank with a valve attached.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23253594A JP3162582B2 (en) | 1994-09-02 | 1994-09-02 | Aeration tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23253594A JP3162582B2 (en) | 1994-09-02 | 1994-09-02 | Aeration tank |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0871585A true JPH0871585A (en) | 1996-03-19 |
JP3162582B2 JP3162582B2 (en) | 2001-05-08 |
Family
ID=16940859
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP23253594A Expired - Fee Related JP3162582B2 (en) | 1994-09-02 | 1994-09-02 | Aeration tank |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3162582B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2014091904A1 (en) | 2012-12-11 | 2014-06-19 | 住友金属鉱山株式会社 | Heavy-metal removal method and heavy-metal removal device |
WO2014091903A1 (en) | 2012-12-11 | 2014-06-19 | 住友金属鉱山株式会社 | Processing device and processing method for hydrogen-sulphide-containing barren solution |
-
1994
- 1994-09-02 JP JP23253594A patent/JP3162582B2/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2014091904A1 (en) | 2012-12-11 | 2014-06-19 | 住友金属鉱山株式会社 | Heavy-metal removal method and heavy-metal removal device |
WO2014091903A1 (en) | 2012-12-11 | 2014-06-19 | 住友金属鉱山株式会社 | Processing device and processing method for hydrogen-sulphide-containing barren solution |
US9731980B2 (en) | 2012-12-11 | 2017-08-15 | Sumitomo Metal Mining Co., Ltd. | Processing device and processing method for hydrogen-sulphide-containing barren solution |
Also Published As
Publication number | Publication date |
---|---|
JP3162582B2 (en) | 2001-05-08 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
WO2001072643A1 (en) | Method and apparatus for treating waste water | |
CN215288408U (en) | Biological filter integrated device | |
JP3258553B2 (en) | Membrane separation device | |
JP3162582B2 (en) | Aeration tank | |
JPH0513439Y2 (en) | ||
JP3204125B2 (en) | Biological treatment method | |
JPH11216307A (en) | Overflow pipe of filtration tank | |
JP4187889B2 (en) | Aerobic filter bed tank and septic tank | |
JP3707588B2 (en) | Septic tank | |
JP2007061705A (en) | Septic tank | |
JP3633001B2 (en) | Cleaning method for biological filtration device | |
JPH0568989A (en) | Wastewater treatment filter material storage cage / diffuser integrated unit | |
JPH11347313A (en) | Water treatment utilizing capillarity and apparatus therefor | |
JP2003181483A (en) | Method for treating septic tank and the septic tank | |
JPH0350969Y2 (en) | ||
JP3666236B2 (en) | Immersion filter bed cleaning method for biological wastewater treatment equipment | |
KR950013317B1 (en) | Biological waste water treatment method | |
JP2007038096A (en) | Removed sludge separator and septic tank | |
JPH0824516A (en) | Water treatment equipment | |
JPH01231994A (en) | Sewage treatment equipment | |
JP3164138B2 (en) | Purification equipment for pond water, etc. | |
JPS6012637Y2 (en) | biological filtration device | |
JPH1170390A (en) | Waste water treatment method and apparatus therefor | |
JP4338853B2 (en) | Aerobic filter bed tank and sewage septic tank with a diffuser for cleaning | |
JP3453101B2 (en) | Biological filtration equipment |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20010130 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080223 Year of fee payment: 7 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090223 Year of fee payment: 8 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100223 Year of fee payment: 9 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100223 Year of fee payment: 9 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110223 Year of fee payment: 10 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120223 Year of fee payment: 11 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120223 Year of fee payment: 11 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130223 Year of fee payment: 12 |
|
LAPS | Cancellation because of no payment of annual fees |