JPS6010715Y2 - Fixed bed contact oxidation tank - Google Patents

Fixed bed contact oxidation tank

Info

Publication number
JPS6010715Y2
JPS6010715Y2 JP1979157568U JP15756879U JPS6010715Y2 JP S6010715 Y2 JPS6010715 Y2 JP S6010715Y2 JP 1979157568 U JP1979157568 U JP 1979157568U JP 15756879 U JP15756879 U JP 15756879U JP S6010715 Y2 JPS6010715 Y2 JP S6010715Y2
Authority
JP
Japan
Prior art keywords
pipe
air
treated
water
supply pipe
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
Application number
JP1979157568U
Other languages
Japanese (ja)
Other versions
JPS5676098U (en
Inventor
一郎 郷之丸
純一 守屋
Original Assignee
オルガノ株式会社
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 オルガノ株式会社 filed Critical オルガノ株式会社
Priority to JP1979157568U priority Critical patent/JPS6010715Y2/en
Publication of JPS5676098U publication Critical patent/JPS5676098U/ja
Application granted granted Critical
Publication of JPS6010715Y2 publication Critical patent/JPS6010715Y2/en
Expired 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)

Description

【考案の詳細な説明】 本考案は、槽内に、好気性微生物をその表面に着生させ
た充填材層を充填し、当該充填材の層にBODを含む被
処理水を、空気とともに上昇流で流入させ、微生物処理
によって被処理水中のBODを除去する固定床接触酸化
槽の改良に関するものであり、充填材層の下方部に二重
管構造の被処理水供給管および空気供給管をそれぞれ直
接埋設することによって、被処理水および空気を充填材
層に均等に供給するとともに、施工経費を減少させるこ
とを目的とする。
[Detailed description of the invention] This invention is based on filling a tank with a layer of packing material on which aerobic microorganisms have grown, and allowing the water to be treated containing BOD to rise in the layer of the packing material along with the air. This relates to the improvement of a fixed-bed catalytic oxidation tank that removes BOD in the water to be treated through microbial treatment, and includes a double-tube structure of a water supply pipe and an air supply pipe below the filler layer. By directly burying each, the purpose is to supply treated water and air evenly to the filler layer and to reduce construction costs.

従来の固定床接触酸化槽は、槽底部に充填材の支持スク
リーンを設け、当該支持スクリーンの上方に充填材の層
を形成し、支持スクリーンの下方の槽壁に被処理水流入
管を付設するとともに、支持スクリーンの下方の槽壁に
空気流入管を貫通し、さらに槽内の空気流入管に複数本
の多数の穴を開けた空気供給管を接続した構造となって
おり、被処理水を被処理水流入管より流入すると同時に
、空気を空気流入管を経て空気供給管より流入させてい
る。
A conventional fixed-bed catalytic oxidation tank has a supporting screen of filler at the bottom of the tank, a layer of filler is formed above the support screen, and an inflow pipe for water to be treated is attached to the tank wall below the support screen. It has a structure in which an air inflow pipe passes through the tank wall below the support screen, and an air supply pipe with multiple holes is connected to the air inflow pipe in the tank. At the same time as the treated water flows in through the inflow pipe, air flows in through the air inflow pipe and from the air supply pipe.

しか腰このような従来の槽において、充填材として、た
とえば、玉砂利などの比重の大きい充填材を使用し、し
かも、槽の断面積が大きい場合は、充填材の支持スクリ
ーンおよびそのサポートに大きな強度を必要と腰充填材
の支持機構の構造も複雑となるので、その施工に長期間
を要するとともに、施工経費も高くなるという欠点があ
る。
However, in such conventional tanks, if a filler with a high specific gravity, such as gravel, is used as the filler, and the cross-sectional area of the tank is large, the support screen for the filler and its support must have great strength. If this is required, the structure of the supporting mechanism for the waist filler becomes complicated, which has the disadvantage of requiring a long period of time to construct and increasing the construction cost.

本考案は、従来の固定床接触酸化槽におけるこのような
欠点を補うものであり、好気性微生物をその表面に着生
させた充填材層の下方部に、多数の小穴を有する外管と
内管とからなる二重管構造の被処理水供給管および空気
供給管をそれぞれ直接埋設し、当該二重管の内管からそ
れぞれ被処理水および空気を充填材の層に上昇流で供給
することを特徴とする固定床接触酸化槽に関するもので
ある。
The present invention compensates for these shortcomings in conventional fixed bed catalytic oxidation tanks by incorporating an outer tube with many small holes and an inner tube under the packing material layer on which aerobic microorganisms have grown. Directly burying a treated water supply pipe and an air supply pipe each having a double pipe structure consisting of a pipe, and supplying the treated water and air from the inner pipe of the double pipe to the filler layer in an upward flow. The present invention relates to a fixed bed catalytic oxidation tank characterized by:

以下に本考案の実施態様の一例を図面を用いて説明する
An example of an embodiment of the present invention will be described below with reference to the drawings.

第1図は本考案の酸化槽を示す正面図であり、第2図は
第1図の側面図である。
FIG. 1 is a front view showing the oxidation tank of the present invention, and FIG. 2 is a side view of FIG. 1.

図中1は、好気性微生物をその表面に着生させた充填材
の層2を有する固定床接触酸化槽であり、充填材として
たとえば玉砂利、ラシしリングなどを用いる。
In the figure, 1 is a fixed bed contact oxidation tank having a layer 2 of a filler material on whose surface aerobic microorganisms are grown, and for example, gravel, rasp rings, etc. are used as the filler material.

当該充填材の層2内の下方部に、空気供給管5を、1本
あるいは同一水平面上に多数本、適当な間隔たとえば4
00〜150−の間隔で槽1の下方部に均等に配設する
In the lower part of the layer 2 of the filling material, one air supply pipe 5 or a plurality of air supply pipes 5 are installed on the same horizontal plane, at appropriate intervals, for example, 4.
They are evenly arranged in the lower part of the tank 1 at intervals of 00 to 150-.

また被処理水供給管4を、空気供給v5のやや上方の水
平面上に1本あるいは多数本を空気供給管5と同様に、
適当な間隔、たとえは400〜200oTrrInの間
隔て配設する。
In addition, one or more water supply pipes 4 to be treated are placed on a horizontal plane slightly above the air supply v5 in the same way as the air supply pipe 5.
They are arranged at appropriate intervals, for example, 400 to 200 oTrrIn.

また被処理水供給管4に被処理水流入管3を接続すると
ともに、空気供給管5と空気発生機7とを逆U字管状の
空気流入管6で連通し、また当該槽1の上方に処理水管
8を接続する。
In addition, the water to be treated inflow pipe 3 is connected to the water supply pipe 4 to be treated, and the air supply pipe 5 and the air generator 7 are connected to each other by an air inflow pipe 6 shaped like an inverted U-shaped tube. Connect water pipe 8.

このような固定床接触酸化槽1において被処理水を処理
するにあたり、被処理水を被処理水流入管3を経て、被
処理水供給管4から固定床接触酸化槽1内へ均等に供給
し、これと同時に、空気を空気発生機7にて加圧腰この
加圧した空気を空気流入管6を経て空気供給管5から当
該槽1内へ均等に供給し、充填材の層2に被処理水およ
び空気を上昇させて、処理水を処理水管8から取り出す
In treating the water to be treated in such a fixed bed contact oxidation tank 1, the water to be treated is uniformly supplied into the fixed bed contact oxidation tank 1 from the water supply pipe 4 through the water inflow pipe 3, At the same time, air is pressurized by the air generator 7, and the pressurized air is evenly supplied into the tank 1 from the air supply pipe 5 via the air inflow pipe 6, and is applied to the filler layer 2 to be treated. The water and air are raised and the treated water is taken out from the treated water pipe 8.

このような処理を長時間続行すると、充填材の表面に着
生させた微生物の肥大化が進行し、充填材の層2に目詰
まりが起こるので、被処理水および空気を、それぞれの
供給管4および5より、通水時より大きな流速の上昇流
で流入させ、充填材の逆洗を行なう。
If such treatment is continued for a long time, the microorganisms grown on the surface of the filler will enlarge and the layer 2 of the filler will become clogged. 4 and 5, the filling material is backwashed by flowing upward at a higher flow rate than when water is flowing.

また、第2図のように被処理水供給v4と、空気供給管
5とを同一垂直方向に重なることなく、交互に配設した
場合、空気流入管6と被処理水供給管4とを分岐管9で
連通腰前述のような逆洗に先立って、被処理水の通水を
止め、空気を空気流入管6、および分岐管9を経て、被
処理水供給管4より、上昇流で通気−空気によるスクラ
ビングを行ない、続いて、前述の逆洗を行なうと、被処
理水供給管4の目詰まりを除去することができるととも
に、空気の供給位置がかわるので充填材の層2内の空気
の流路が移動するので、空気の流路が固定化することに
よる、空気が通過しないデッドスペースが形成されるの
を防止し、洗浄効果を向上させることができる。
In addition, when the treated water supply v4 and the air supply pipe 5 are arranged alternately in the same vertical direction without overlapping each other as shown in Fig. 2, the air inflow pipe 6 and the treated water supply pipe 4 are branched. Prior to backwashing as described above, the flow of water to be treated is stopped, and air is ventilated in an upward flow from the water supply pipe 4 through the air inflow pipe 6 and branch pipe 9. - By performing scrubbing with air and then performing the above-mentioned backwashing, it is possible to remove the clogging of the water supply pipe 4 to be treated, and since the air supply position is changed, the air inside the layer 2 of the filler material can be removed. Since the flow path moves, it is possible to prevent the formation of a dead space through which air cannot pass due to the fixation of the air flow path, thereby improving the cleaning effect.

なお、空気を被処理水供給管4から通気してスクラビン
グを行なう時、同時に空気供給管5からも空気を供給し
てもよいし、空気供給管5から空気の供給を止めて行な
ってもよい。
Note that when performing scrubbing by venting air from the water supply pipe 4 to be treated, air may also be supplied from the air supply pipe 5 at the same time, or the supply of air from the air supply pipe 5 may be stopped. .

次に本考案で使用する被処理水供給管4および空気供給
管5について以下に説明する。
Next, the treated water supply pipe 4 and the air supply pipe 5 used in the present invention will be explained below.

本考案で用いる被処理水供給管4および空気供給管5は
、第3図の縦断面図に示したような多数の小穴を有する
外管13と内管11とからなる二重管10とする。
The treated water supply pipe 4 and air supply pipe 5 used in the present invention are double pipes 10 consisting of an outer pipe 13 and an inner pipe 11 having a large number of small holes as shown in the vertical cross-sectional view of FIG. .

このように被処理水供給管4および空気供給管5を当該
二重管10とすることにより、充填材の層内に阿世給管
を直接埋設しても、阿世給管の目詰まりが起こりにくく
、被処理水および空気を充填材の層に、より均等に分配
することができる。
By making the treated water supply pipe 4 and the air supply pipe 5 into double pipes 10 in this way, even if the Aze supply pipe is buried directly in the layer of filler, the Aze supply pipe will not be clogged. This is less likely to occur and the water and air to be treated can be distributed more evenly into the layers of filler.

二重管10は内管11と、その外側を保護する外管13
とからなり、内管11は被処理水、あるいは空気を、均
等に流出させることができる径の大きさ、およびピッチ
をもった、多数の小穴12を有する。
The double pipe 10 includes an inner pipe 11 and an outer pipe 13 that protects the outside of the inner pipe 11.
The inner tube 11 has a large number of small holes 12 with a diameter and pitch that allow the water to be treated or air to flow out evenly.

また外管13には、径の大きさが、充填材を通過させな
い限りの、できるだけ大きな小穴14を多数設けるが、
二重管10を充填材の層内に直接埋設するので、充填材
の重みに耐え得るものとする。
In addition, the outer tube 13 is provided with a large number of small holes 14 whose diameter is as large as possible without allowing the filling material to pass through.
Since the double pipe 10 is directly buried in the layer of filler material, it can withstand the weight of the filler material.

なお、内管11および外管13に付設する小穴12およ
び14は下方に向けて開口させるようにするとよい。
Note that the small holes 12 and 14 attached to the inner tube 11 and the outer tube 13 are preferably opened downward.

被処理水あるいは空気を内管11から供給すると、被処
理水あるいは空気は、小穴12から内管11と外管13
の空間に均等に流出し、さらに外管13の小穴14より
充填材の層へ均等に供給することができる。
When water or air to be treated is supplied from the inner pipe 11, the water or air to be treated flows through the small holes 12 into the inner pipe 11 and the outer pipe 13.
It can evenly flow out into the space of the filling material, and can be evenly supplied to the filling material layer through the small hole 14 of the outer tube 13.

このように阿世給管4および5を二重管10とすること
により、内管11は充填材と直接接触しないので、小穴
12に微生物が付着して目詰まりを起こすことを防止す
ることができ、また外管13の小穴14は充填材を通過
させない限りのできるだけ大きな径とするので、微生物
が小穴14に付着しても、目詰まりが起こりにくく、二
重管10より被処理水あるいは空気を均等に充填材の層
に供給することができる。
By making the Aze supply tubes 4 and 5 double tubes 10 in this way, the inner tube 11 does not come into direct contact with the filling material, so it is possible to prevent microorganisms from adhering to the small holes 12 and causing clogging. In addition, the small holes 14 of the outer tube 13 are made as large as possible in diameter without allowing the filling material to pass through, so even if microorganisms adhere to the small holes 14, clogging is unlikely to occur, and the water to be treated or air is removed from the double tube 10. can be evenly supplied to the layer of filler.

本考案の固定床接触酸化槽によれば、二重管構造の空気
供給管および被処理水供給管を充填材の層内の底部にそ
れぞれ1本ずつ、あるいは多数本を適当な間隔で埋設す
るので各供給管より、被処理水および空気を充填材の層
に均等に供給することができるとともに、供給管を直接
、充填材の層内に設けるので、従来のように、支持スク
リーンなどの充填材の支持機構を設ける必要がなく、施
工期間を短縮し、また施工経費も節減することができる
According to the fixed bed catalytic oxidation tank of the present invention, the air supply pipe and the water supply pipe to be treated, each having a double pipe structure, are buried at the bottom of the layer of filler, one each, or a number of pipes at appropriate intervals. Therefore, water and air to be treated can be evenly supplied to the layer of filler from each supply pipe, and since the supply pipe is installed directly within the layer of filler, it is possible to fill the support screen etc. There is no need to provide a support mechanism for the material, which shortens the construction period and reduces construction costs.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は、いずれも本考案の実施態様を示すもので第1図
は、本考案の固定床接触酸化槽の正面図であり、第2図
は第1図の側面図である。 また第3図は本考案に用いる二重管の縦断面図である。 1・・・・・・固定床接触酸化槽、2・・・・・・充填
材の層、3・・・・・・被処理水流入管、4・・・・・
・被処理水供給管、5・・・・・・空気供給管、6・・
・・・・空気流入管、7・・・・・・空気発生機、8・
・・・・・処理水管、9・・・・・・分岐管、10・・
・・・・二重管、11・・・・・・内管、12・・・・
・・小穴、13・・・・・・外管、14・・・・・・小
穴。
The drawings show embodiments of the present invention; FIG. 1 is a front view of the fixed bed catalytic oxidation tank of the present invention, and FIG. 2 is a side view of FIG. 1. Moreover, FIG. 3 is a longitudinal sectional view of a double pipe used in the present invention. 1...Fixed bed contact oxidation tank, 2...Filler layer, 3...Water to be treated inflow pipe, 4...
・Water supply pipe to be treated, 5... Air supply pipe, 6...
... Air inflow pipe, 7 ... Air generator, 8.
...Treatment water pipe, 9...Branch pipe, 10...
...Double pipe, 11...Inner pipe, 12...
...Small hole, 13...Outer tube, 14...Small hole.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 槽内に、好気性微生物をその表面に着生させた充填材を
充填し、当該充填材層の下方部に、多数の小穴を有する
外管と内管とからなる二重管構造の被処理水供給管およ
び空気供給管をそれぞれ埋設し、当該二重管の内管から
それぞれ被処理水および空気を充填材の層に上昇流で供
給することを特徴とする固定床接触酸化槽。
The tank is filled with a filler material on which aerobic microorganisms have grown, and the lower part of the filler layer has a double-tube structure consisting of an outer tube and an inner tube with many small holes. A fixed bed catalytic oxidation tank characterized in that a water supply pipe and an air supply pipe are buried respectively, and the water to be treated and the air are respectively supplied in an upward flow to a layer of filler from the inner pipe of the double pipe.
JP1979157568U 1979-11-15 1979-11-15 Fixed bed contact oxidation tank Expired JPS6010715Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1979157568U JPS6010715Y2 (en) 1979-11-15 1979-11-15 Fixed bed contact oxidation tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1979157568U JPS6010715Y2 (en) 1979-11-15 1979-11-15 Fixed bed contact oxidation tank

Publications (2)

Publication Number Publication Date
JPS5676098U JPS5676098U (en) 1981-06-20
JPS6010715Y2 true JPS6010715Y2 (en) 1985-04-11

Family

ID=29668849

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1979157568U Expired JPS6010715Y2 (en) 1979-11-15 1979-11-15 Fixed bed contact oxidation tank

Country Status (1)

Country Link
JP (1) JPS6010715Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5993699U (en) * 1982-12-06 1984-06-25 海洋工業株式会社 Sludge treatment equipment for stagnant water tank
JPH0763705B2 (en) * 1991-02-06 1995-07-12 株式会社荏原製作所 Biofilm filter

Also Published As

Publication number Publication date
JPS5676098U (en) 1981-06-20

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