JPS60248290A - Apparatus for treating waste water - Google Patents

Apparatus for treating waste water

Info

Publication number
JPS60248290A
JPS60248290A JP59105154A JP10515484A JPS60248290A JP S60248290 A JPS60248290 A JP S60248290A JP 59105154 A JP59105154 A JP 59105154A JP 10515484 A JP10515484 A JP 10515484A JP S60248290 A JPS60248290 A JP S60248290A
Authority
JP
Japan
Prior art keywords
partition wall
passage
air
bubble
treating
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.)
Pending
Application number
JP59105154A
Other languages
Japanese (ja)
Inventor
Kazuaki Yokota
横田 一秋
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP59105154A priority Critical patent/JPS60248290A/en
Publication of JPS60248290A publication Critical patent/JPS60248290A/en
Pending 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)

Abstract

PURPOSE:To allow the waste water to flow in the normal and the reverse direction by separating the inside of an aeration vessel with a U-shaped partition wall, providing a central partition wall vertically at the inside, and furnishing a bubble generator equipped with a bubble inducting device below the central partition wall. CONSTITUTION:A U-shaped partition wall 3 is provided to separate the inside of an aeration vessel 1 into the first treating chamber A1 and the second treating chamber A2 both of which communicate with each other only through a bottom flow passage 2, and a central partition wall 4 is vertically furnished to separate the inside of the partition wall 3 into the first diffusion passage B1 and the second diffusion passage B2. Then treating materials C1 and C2 for generating an aerobic microorganism film are provided respectively in the first treating chamber A1 and the second treating chamber A2, and an air diffuser pipe 5 for generating bubbles is furnished below the central partition wall 4. The passage of air bubbles D is changed over to one of the first diffusion passage B1 and the second diffusion passage B2 with an inductive device 6. Consequently, an air backwashing pipe can be dispensed with, the washing of the treating material is carried out smoothly, and the flow direction of the waste water through the treating material can be changed over.

Description

【発明の詳細な説明】 く技術分野〉 本発明はばつ気槽内に発生した好気性微生物膜で廃水を
浄化処理する廃水処理装置に関する。
DETAILED DESCRIPTION OF THE INVENTION Technical Field The present invention relates to a wastewater treatment device that purifies wastewater using an aerobic microbial film generated in an aeration tank.

〈従来技術〉 従来の廃水処理装置は、例えば第・4,5図の如く構成
されていた。即ち、ばつ気槽1内の隔壁1]で散気通路
Bと処理室ノ\とが区画され、散気通路Bの下部には気
泡発生散気管12が設置され、また処理材Cの下側には
複数の空気逆洗管13が設置されていた。
<Prior Art> A conventional wastewater treatment device was configured as shown in FIGS. 4 and 5, for example. That is, the aeration passageway B and the processing chamber are divided by the partition wall 1 in the aeration tank 1, and the bubble generation aeration pipe 12 is installed at the lower part of the aeration passageway B, and the lower side of the treatment material C. A plurality of air backwash pipes 13 were installed.

しかし、この様な片側ばっ気型式においては、処□理材
C中の流れ方向は矢印方向に常に一定である。このため
、処理材C中の流れ抵抗が大トくなる欠点が生じる。
However, in such a one-sided aeration type, the flow direction of the treated material C is always constant in the direction of the arrow. For this reason, there arises a drawback that the flow resistance in the treatment material C increases.

その原因は、 (イ)処理材Cの」二辺部に浮遊物が詰まる。The cause is (a) Two sides of treated material C are clogged with floating matter.

(ロ)処理材Cの中の通路表面の好気性微生物膜の厚さ
が肥大して通路が詰まる。
(b) The thickness of the aerobic microorganism film on the surface of the passage in the treated material C increases, and the passage becomes clogged.

この目詰まり対策としては、主として空気逆洗管13を
設置してその」二層気泡りによって処理材Cを洗浄する
場合が多いが、これには次の欠点がある。
As a countermeasure against this clogging, it is often the case that an air backwash pipe 13 is installed and the treated material C is cleaned using the double-layered air bubbles, but this method has the following drawbacks.

(ハ)空気逆洗管13用送風磯と気泡発生散気管12用
送風磯が同一の場合は、逆洗時に気泡発生散気管12か
らの気泡りが停止するだけでなく、気泡発生散気管中に
廃水が満たされるので、気泡発生散気管の目詰まりの原
因となる。
(c) If the blowing rock for the air backwash pipe 13 and the blowing rock for the bubble generating air diffuser pipe 12 are the same, not only will the air from the air bubble generating air diffuser pipe 12 be stopped during backwashing, but also the air flowing from the air bubble generating air diffuser pipe 12 will be stopped. is filled with wastewater, which causes air bubbles to clog the diffuser pipe.

(ニ)上記両送風磯が別々である場合は、同時に作動す
ることになるので、上昇する逆洗気泡りと処理材C中の
廃水下降流とが衝突することになり、処理材C中の洗浄
を円滑かつ各部分均等に行なえなくなる。
(d) If the above-mentioned two blowing rocks are separate, they will operate at the same time, so the rising backwash bubbles will collide with the downward flow of wastewater in the processing material C, and the It becomes impossible to clean each part smoothly and evenly.

〈 目 的 〉 本発明は、空気逆洗管設置の必要性が非常に少ないか無
にでと、しかも処理材の洗浄を円滑にかつ各部分均等に
行なえるところの、気泡発生散気管のみの気泡により処
理材中に廃水の順流と逆流を交互に発生する廃水処理装
置の提供を目的としている。
<Purpose> The present invention requires only a bubble-generating diffuser pipe, which requires very little or no installation of an air backwash pipe, and allows the cleaning of treated materials to be carried out smoothly and evenly in all parts. The object of the present invention is to provide a wastewater treatment device that alternately generates forward and reverse flows of wastewater in a treatment material using air bubbles.

〈実施例〉 以下、本発明の実施例を第1,2図により説明すると、
本発明は、ばつ気槽1内を、互に底部流路2のみで連通
する第一処理室A1と第二処理室A2に区画するtJ字
形隔壁3が縦設され、該U字形隔壁3の内側を第一散気
通路B1と第二散気通路B2に区画する中央隔壁・4が
縦設され、前記第一処理室A1及び第二処理室A2には
水没位置で、網状体または管状に小孔を有する管束等か
らなる好気性微生物膜発生用の処理材CI、C2が設置
され、前記中央隔壁4の下側には気泡発生散気管5が設
置され、該気泡発生散気管5がら」二昇する気泡りを第
一散気通路B1と第二散気通路B2のうちのいずれが一
方に誘導する気泡誘導装置6が設けられたものである。
<Example> Hereinafter, an example of the present invention will be explained with reference to FIGS. 1 and 2.
In the present invention, a tJ-shaped partition wall 3 is installed vertically to partition the inside of the aeration tank 1 into a first processing chamber A1 and a second processing chamber A2 that communicate with each other only through a bottom flow path 2. A central partition wall 4 that divides the inside into a first air diffusion passage B1 and a second air diffusion passage B2 is installed vertically, and the first processing chamber A1 and the second processing chamber A2 are provided with a net-like or tubular structure in a submerged position. Processing materials CI and C2 for generating an aerobic microbial film consisting of tube bundles having small holes, etc. are installed, and a bubble-generating diffuser pipe 5 is installed below the central partition wall 4, and the bubble-generating diffuser pipe 5 is A bubble guiding device 6 is provided to guide rising bubbles to either one of the first air diffusion passage B1 and the second air diffusion passage B2.

なお、前記気泡誘導装置6は、本実施例では、中央隔壁
4の下端にヒンジ7で揺動自在に吊下された可動壁8と
、この可動壁8をリンク等を介して手動または動力によ
り適宜に第一姿勢8aと第二姿勢81〕とに所定時間を
おいて揺動させる手段(図示せず)とから構成される。
In this embodiment, the bubble guiding device 6 includes a movable wall 8 that is swingably suspended from the lower end of the central partition wall 4 by a hinge 7, and a movable wall 8 that is connected manually or by power via a link or the like. and means (not shown) for appropriately swinging between the first posture 8a and the second posture 81 after a predetermined period of time.

なお本発明においては、可動壁8の代りに気泡発生散気
管5の位置を第一散気通路B1と第二散気通路B2の一
方に交互に気泡りが」−昇するように移動してもよい。
In the present invention, instead of the movable wall 8, the position of the bubble-generating diffuser pipe 5 is alternately moved to one of the first diffuser passage B1 and the second diffuser passage B2 so that the bubbles rise. Good too.

また、この所定時間は、タイ−3= マーによる一定時間でもよいし、ばつ気槽1中の気泡り
士別側」一部a1の水圧と底部流路2の水圧との差H]
と、底部流路2の水圧と処理材CI。
Further, this predetermined time may be a fixed time determined by a timer 3, or may be a difference H between the water pressure at part a1 and the water pressure at the bottom flow path 2 on the bubble separation side in the aeration tank 1.
and the water pressure in the bottom channel 2 and the treatment material CI.

C2中の廃水」−外側」一部a2の水圧との差H2と、
これらの和(H=81+82)との検出によって処理材
C]、C2中の流路抵抗を検出して決定してもよい。
The difference H2 between the waste water in C2 and the water pressure in the outside part A2,
The flow path resistance in the treated materials C] and C2 may be detected and determined by detecting the sum of these (H=81+82).

また、9a、91〕は原廃水の供給管、’] Oa、 
] Obは処理済水の排出管で、これらの一方を開放す
る切換弁V 1 、 V 2 、 V 3等を設けてそ
の開放側の選択は、可動壁8の揺動周期と同期させて切
換えてもよい。
In addition, 9a, 91] are raw wastewater supply pipes, '] Oa,
] Ob is a discharge pipe for treated water, and switching valves V 1 , V 2 , V 3 , etc. are provided to open one of these, and the selection of the open side is switched in synchronization with the swinging cycle of the movable wall 8. It's okay.

」―記において、所定時間の周期で気泡誘導装置6を作
動させて、可動壁8をリンク等を介して手動または動力
により第一姿勢8aと第二姿勢81]とに所定時間をお
いて揺動させると、廃水の流れ方向は実線矢印の様な順
方向と点線矢印の逆方向とに交互に切換わる。このため
、ばつ気された廃水は第一処理室A1、第二処理室A2
間を流通するので、ばつ気槽1内滞溜時間が相対的に長
Xなる。
'', the bubble induction device 6 is activated at a predetermined period of time, and the movable wall 8 is swung between the first posture 8a and the second posture 81 at predetermined time intervals manually or by power via a link or the like. When it is moved, the flow direction of the waste water is alternately switched between the forward direction as shown by the solid line arrow and the opposite direction as shown by the dotted line arrow. Therefore, the aerated wastewater is transferred to the first treatment chamber A1 and the second treatment chamber A2.
Since the air flows through the air, the residence time in the aeration tank 1 becomes relatively long.

4− なお本発明においては、第3図の如く中央隔壁4、の−
に部に支片4a、ポールジヨイント4]〕を介して収集
網Fを設けると、廃水の順流と逆流とに対してそれぞれ
」二部側に開口F1を向けるので剥離した好気性微生物
膜等の浮遊物を収集できる。
4- In the present invention, as shown in FIG.
When a collection net F is provided through the branch 4a and the pole joint 4 in the second part, the opening F1 is directed toward the second part for forward and reverse flow of wastewater, respectively, so that detached aerobic microbial films, etc. can collect floating objects.

〈効果〉 以上の説明から明らかな通り、本発明は、ばっ気槽内を
、互に底部流路のみで連通する第一処理室と第二処理室
に区画するU字形隔壁が縦設され、該U字形隔壁の内側
を第一散気通路と第二散気通路に区画する中央隔壁が縦
設され、前記第−処理室及び第二処理室には水没位置で
好気性微生物膜発生用の処理材が設置され、前記中央隔
壁の下側には気泡発生散気管が設置され、該気泡発生散
気管から上昇する気泡を第一散気通路と第二散気通路の
うちのいずれか一方に誘導する気泡誘導装置が設けられ
たものである。
<Effects> As is clear from the above description, the present invention includes a vertically installed U-shaped partition that partitions the inside of the aeration tank into a first processing chamber and a second processing chamber that communicate with each other only through a bottom flow path, A central partition wall is installed vertically to divide the inside of the U-shaped partition wall into a first air diffusion passage and a second air diffusion passage, and the first treatment chamber and the second treatment chamber are provided with an aerobic microorganism film generating chamber at a submerged position. A treatment material is installed, and a bubble generation/diffusion pipe is installed below the central partition, and the bubbles rising from the bubble generation/diffusion pipe are directed to either the first air diffusion passage or the second air diffusion passage. A bubble guiding device is provided.

したがって、本発明においては、廃水の流れ方向を順方
向と逆方向に交互に切換えるので、前記(ハ)前記(ニ
)の問題は解消すると同時に、次の効果がある。
Therefore, in the present invention, since the flow direction of wastewater is alternately switched between the forward direction and the reverse direction, the problems (c) and (d) above are solved, and at the same time, the following effects are achieved.

(ホ)ぽつ気された廃水は第一処理室、第二処理室間を
流通するので、ぽつ気槽内潮溜時間が相対的に長くなり
、このことは、処理材内の流速を従来と同一とすれば散
気空気量は少なくてよく、またこの空気量を同一にすれ
ば、処理材中の流速は速くでトる。
(e) Since the aerated wastewater flows between the first treatment chamber and the second treatment chamber, the retention time in the aeration tank becomes relatively long, which increases the flow velocity in the treatment material. If it is the same as before, the amount of diffused air may be small, and if the amount of air is kept the same, the flow velocity in the treated material will be faster.

(へ)原廃水の汚濁程度と水質に応じて気泡誘導装置の
作動周期を設定でとる。
(f) Set the operating cycle of the bubble induction device according to the degree of pollution and water quality of the raw wastewater.

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

第1図は本発明実施例の縦断面図、第2図はその平面図
、第3図はその収集綱部の斜視図、第4図は従来の廃水
処理装置の縦断面図、第5図はその平面図である。 1:ばっ気槽、2:底部流路、3:U字形隔壁、4:中
央隔壁、5;気泡発生散気管、6:気泡誘導装置、8:
可動壁、8a:第一姿勢、81):第二姿勢、A1:第
一処理室、A2:第二処理室、B1:第一散気通路、B
2:第二散気通路、C1:処理料、C2:処理材、D:
気泡。 7一
Fig. 1 is a longitudinal sectional view of an embodiment of the present invention, Fig. 2 is a plan view thereof, Fig. 3 is a perspective view of the collection rope section, Fig. 4 is a longitudinal sectional view of a conventional wastewater treatment device, and Fig. 5 is its plan view. 1: Aeration tank, 2: Bottom channel, 3: U-shaped partition, 4: Central partition, 5: Bubble generation diffuser pipe, 6: Bubble guide device, 8:
Movable wall, 8a: first posture, 81): second posture, A1: first processing chamber, A2: second processing chamber, B1: first diffuser passage, B
2: Second aeration passage, C1: Treatment material, C2: Treatment material, D:
Bubbles. 71

Claims (1)

【特許請求の範囲】[Claims] ばつ気槽内を、互に底部流路のみで連通する第一処理室
と第二処理室に区画するU字形隔壁が縦設され、該U字
形隔壁の内側を第一散気通路と第二散気通路に区画する
中央隔壁が縦設され、前記第−処理室及び第二処理室1
こは水没位置で好気性微生物膜発生用の処理材が設置さ
れ、前記中央隔壁の下側には気泡発生散気管が設置され
、該気泡発生散気管からに眉する気泡を第一散気通路と
第二散気通路のうちのいずれか一方に誘導する気泡誘導
装置が設けられたことを特徴とする廃水処理装置。
A U-shaped partition is installed vertically to divide the inside of the aeration tank into a first processing chamber and a second processing chamber, which communicate with each other only through a bottom flow path, and the inside of the U-shaped partition is divided into a first aeration passage and a second aeration passage. A central partition wall partitioning into an aeration passage is installed vertically, and the first processing chamber and the second processing chamber 1
A treatment material for generating an aerobic microbial film is installed at the submerged position, and a bubble-generating diffuser pipe is installed below the central partition, and the air bubbles are sent from the bubble-generating diffuser pipe to the first diffuser passage. and a second air diffusion passage.
JP59105154A 1984-05-23 1984-05-23 Apparatus for treating waste water Pending JPS60248290A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59105154A JPS60248290A (en) 1984-05-23 1984-05-23 Apparatus for treating waste water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59105154A JPS60248290A (en) 1984-05-23 1984-05-23 Apparatus for treating waste water

Publications (1)

Publication Number Publication Date
JPS60248290A true JPS60248290A (en) 1985-12-07

Family

ID=14399797

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59105154A Pending JPS60248290A (en) 1984-05-23 1984-05-23 Apparatus for treating waste water

Country Status (1)

Country Link
JP (1) JPS60248290A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02135193A (en) * 1988-11-16 1990-05-24 Ebara Infilco Co Ltd Method for filtrating organic waste water
KR100319341B1 (en) * 1999-09-27 2002-01-04 임동준 Immobilized Bioreactor Increased in Dissolved Oxygen

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02135193A (en) * 1988-11-16 1990-05-24 Ebara Infilco Co Ltd Method for filtrating organic waste water
KR100319341B1 (en) * 1999-09-27 2002-01-04 임동준 Immobilized Bioreactor Increased in Dissolved Oxygen

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