JPS588395Y2 - water treatment equipment - Google Patents

water treatment equipment

Info

Publication number
JPS588395Y2
JPS588395Y2 JP1979123253U JP12325379U JPS588395Y2 JP S588395 Y2 JPS588395 Y2 JP S588395Y2 JP 1979123253 U JP1979123253 U JP 1979123253U JP 12325379 U JP12325379 U JP 12325379U JP S588395 Y2 JPS588395 Y2 JP S588395Y2
Authority
JP
Japan
Prior art keywords
water
flow path
oxygen
containing gas
gas
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
JP1979123253U
Other languages
Japanese (ja)
Other versions
JPS5642398U (en
Inventor
城山久治
Original Assignee
株式会社クボタ
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 株式会社クボタ filed Critical 株式会社クボタ
Priority to JP1979123253U priority Critical patent/JPS588395Y2/en
Publication of JPS5642398U publication Critical patent/JPS5642398U/ja
Application granted granted Critical
Publication of JPS588395Y2 publication Critical patent/JPS588395Y2/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

  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)

Description

【考案の詳細な説明】 本考案は、深い下降流路とそれに連なる上昇流路を設け
ると共に、前記上昇流路から前記下降流路に揚水ポンプ
流路を設けて、活性汚泥を含有する被処理水を前記3流
路において循環させるべく構成し、前記下降流路におい
て被処理水中に酸素含有ガスを供給する給気路を設けた
水処理装置に関する。
[Detailed description of the invention] The present invention provides a deep downward flow path and an upward flow path connected to the deep downward flow path, and also provides a pump flow path from the upward flow path to the downward flow path. The present invention relates to a water treatment apparatus configured to circulate water in the three flow paths, and provided with an air supply path for supplying oxygen-containing gas into the water to be treated in the descending flow path.

上記の装置は、大量の酸素含有ガスを被処理水中に溶解
させて、活性汚泥による生物化学的酸素要求量などの汚
濁指標の改善を、容積当りの処理能力を犬にした状態で
効率良く行なわせられる利点を有している。
The above equipment dissolves a large amount of oxygen-containing gas into the water to be treated, and efficiently improves pollution indicators such as biochemical oxygen demand due to activated sludge, while maintaining a high throughput per volume. It has the advantage of being

この水処理装置の運転始動時における下降流路の水面レ
ベルの上昇変位状態について考案するに、上下流路の水
面が同レベルにある運転停止状態において、先ずポンプ
を駆動させる事による被処理水の前記3流路にわたる循
環流動によって、下降流路の水面が第1水面レベルから
第2水面レベルに上昇し、そして、その循環流に乗せて
酸素含有ガスを下降流路の下方に向わせると共に、その
酸素ガスを被処理水中に溶存させるための酸素含有ガス
の供給により、その被処理水の見掛は密度が小さくなる
事によって下降流路の水面レベルが第3水面レベルに上
昇する。
To consider the upward displacement state of the water level in the descending flow path at the time of starting operation of this water treatment equipment, first, when the water level in the upstream and downstream channels is at the same level and the operation is stopped, the water to be treated is pumped by driving the pump. Due to the circulating flow across the three channels, the water level in the descending channel rises from the first water surface level to the second water surface level, and the oxygen-containing gas is directed downward in the descending channel along with the circulating flow. By supplying the oxygen-containing gas for dissolving the oxygen gas in the water to be treated, the apparent density of the water to be treated decreases, thereby raising the water surface level in the downward flow path to the third water surface level.

このように下降流路の水面レベルが変動する状況にあっ
て、その下降流路の被処理水中に酸素含有ガスを供給さ
せるに、そのガス吐出位置を少なくとも1次上昇の第2
水面レベルよりも下位に配置設定する必要があり、その
為に、定常の運転状態において、第2から第3にわたる
水面レベルのヘッド差以上の圧力をかけて酸素含有ガス
を下降流路に吹き込1ねばならず、そのための動力消費
が犬で、経済性に欠けるものであった。
In such a situation where the water surface level in the descending channel fluctuates, in order to supply oxygen-containing gas into the water to be treated in the descending channel, the gas discharge position must be adjusted to at least the second position of the first rising channel.
It is necessary to set the location below the water surface level, and for this purpose, under steady operating conditions, oxygen-containing gas must be blown into the descending flow path by applying a pressure greater than the head difference between the second and third water surface levels. 1, and the power consumption for this was enormous, making it uneconomical.

本考案は、上述の実情に鑑みて、極めて簡単な改良でも
って、水処理を経済運転できるようにする事を目的とす
る。
In view of the above-mentioned circumstances, the present invention aims to enable economical operation of water treatment through extremely simple improvements.

次に、本考案の実施の態様を例示図に基いて詳述する。Next, embodiments of the present invention will be described in detail based on illustrative drawings.

深部で連通する内筒1と外筒2によって、例えは100
mものレベル差を有する下降流路Aと上昇流路Bを形成
し、前記上昇流路Bの上部にタンク3を連設すると共に
、揚水ポンプPを備えた流路Cを前記タンク3から下降
流路Aにわたって接続し、そして処理水を固液分離する
ための装置4を前記タンク3に接続して、それからの活
性汚泥の返送管5と、都市下水などの被処理水の供給管
6、及び酸素含有ガス供給装置Iの給気路8を、夫々前
記下降流路Aに接続し、もって活性汚泥を含有する被処
理水を前記3流路A、B、Cにわたって循環流動させる
と共に、前記下降流路Aにおいて被処理水中に酸素含有
ガスを供給する水処理装置を構成しである。
For example, 100
A descending channel A and an ascending channel B having a level difference of m are formed, a tank 3 is connected to the upper part of the ascending channel B, and a channel C equipped with a pump P is descended from the tank 3. A device 4 for solid-liquid separation of treated water is connected to the tank 3, and a return pipe 5 for activated sludge from the tank 3 is connected across the flow path A, and a supply pipe 6 for water to be treated such as urban sewage; and the air supply passages 8 of the oxygen-containing gas supply device I are respectively connected to the downflow passage A, so that the water to be treated containing activated sludge is circulated through the three passages A, B, and C. This constitutes a water treatment device that supplies oxygen-containing gas into the water to be treated in the downward flow path A.

前記酸素含有ガス供給装置Iを構成するに、運転停止状
態における下降流路Aの第1水面レベルL1よりも上方
で、かつ揚水ポンプPのみを駆動させた時の第2水面レ
ベルL2よりも下方に第1ガス吐出口aを設けると共に
、ポンプPの駆動状態でかつ前記第1ガス吐出口aから
酸素含有ガスを供給した時の第3水面レベルL3よりも
下方で、かつ前記第2水面レベルL2よりも上方に第2
ガス吐出口すを設け、この吐出口a、bの夫々を、給気
路8,8を介して給気ブロワ−9に並列接続すると共に
、その給気路8,8の夫々に電磁式の開閉弁10を介装
し、もって前記開閉弁10.10の選択開弁により、前
記下降流路Aに対する酸素含有ガスの吐出位置を上下に
変更可能に構成しである。
The oxygen-containing gas supply device I is configured such that the water level is above the first water level L1 of the descending channel A when the operation is stopped, and below the second water level L2 when only the pump P is driven. is provided with a first gas discharge port a, and is lower than the third water surface level L3 when the pump P is in a driving state and oxygen-containing gas is supplied from the first gas discharge port a, and is at the second water surface level. 2nd above L2
A gas discharge port is provided, and each of the discharge ports a and b is connected in parallel to a supply air blower 9 via air supply passages 8 and 8, and an electromagnetic type is connected to each of the supply passages 8 and 8. An on-off valve 10 is provided, so that the discharge position of the oxygen-containing gas relative to the downward passage A can be changed upward or downward by selectively opening the on-off valve 10.10.

前記第2及び第3の水面レベルL2 、L3の変動を検
出する機構11a、11bを設けると共に、第2水面レ
ベル検出機構11aと第1ガス吐出用開閉弁10の制御
器10aを、かつ第3水面レベル検出機構11bと第2
ガス吐出用開閉弁10の制御器10bを、夫々背反的に
開弁させるように電気的に連係させ、もって第3水面レ
ベルL3を維持する定常運転への切換えに連動して、自
動的に酸素含有ガスを第2ガス吐出口すから切換え供給
させるように、ガス吐出位置上下変更機構12を構威し
である。
Mechanisms 11a and 11b for detecting fluctuations in the second and third water surface levels L2 and L3 are provided, and a controller 10a for the second water level detection mechanism 11a and the first gas discharge on-off valve 10 is provided, and a third Water surface level detection mechanism 11b and second
The controllers 10b of the gas discharge on-off valves 10 are electrically linked to each other so as to open the valves in a contradictory manner, and the oxygen is automatically switched to steady operation in which the third water surface level L3 is maintained. A gas discharge position vertical change mechanism 12 is configured to switch and supply the contained gas from the second gas discharge port.

尚、給気プロワ−9に対する給気路8,8の並列接続部
に3方弁式の流路切換え用開閉弁10を設けて、それに
よってガス吐出位置を上下に変更させるも良く、またそ
れらの開閉弁10を人為操作式にして、酸素含有ガスの
吐出位置を人為的に上下変更させるも良く、或は、前記
揚水ポンプPの駆動後において設定時間経過した後に前
記供給装置Iを駆動させると共に、このガス供給装置I
の駆動後において設定時間経過した後に、酸素含有ガス
の吐出位置を第1ガス吐出口aから第2ガス吐出位置す
に自動的に切換えるべくプログラム制御やタイマー制御
するも良く、即ちガス上下位置変更機構12を各種変形
する事ができる。
In addition, it is also possible to provide a three-way valve type flow path switching on-off valve 10 at the parallel connection of the air supply paths 8, 8 to the air supply blower 9, and thereby change the gas discharge position up and down. The on-off valve 10 may be manually operated to manually change the discharge position of the oxygen-containing gas up and down, or the supply device I may be driven after a set time has elapsed after the pump P is driven. In addition, this gas supply device I
After a set time has elapsed after driving, program control or timer control may be used to automatically switch the discharge position of the oxygen-containing gas from the first gas discharge port a to the second gas discharge position, that is, change the vertical position of the gas. The mechanism 12 can be modified in various ways.

以上要するに、本考案は、冒記した水処理装置に釦いて
、前記酸素含有ガスの供給装置並びに揚水ポンプの駆動
停止状態における前記下降流路の第1水面レベルよりも
上方で、かつ前記揚水ポンプのみを駆動させた時の第2
水面レベルよりも下方に、前記給気路の第1ガス吐出口
を設けると共に、前記酸素含有ガス供給装置並びに前記
揚水ポンプの駆動状態における第3水面レベルよりも下
方で、かつ、前記第2水面レベルよりも上方に、前記給
気路の第2ガス吐出口を設けて、前記下降流路に対する
酸素含有ガスの吐出位置を上下に変更可能に構成しであ
る事を特徴とする。
In summary, the present invention provides a water treatment apparatus as described above, in which the oxygen-containing gas supply device and the pumping pump are located above the first water surface level of the descending channel when the pump is stopped. The second time when driving only
The first gas discharge port of the air supply path is provided below the water surface level, and the first gas discharge port of the air supply path is provided below the third water surface level in the driving state of the oxygen-containing gas supply device and the water pump, and is located below the second water surface. The second gas discharge port of the air supply path is provided above the level, and the discharge position of the oxygen-containing gas with respect to the downward flow path can be changed up and down.

即ち、酸素含有ガスの供給による水面レベルの変動に応
じて、その酸素含有ガスの吐出位置を上方に変更させる
事により、定常運転時に必要以上の吐出圧で酸素含有ガ
スを供給しなくて済むようになり、極めて簡単な改良で
水処理を経済運転できるようになった。
In other words, by changing the discharge position of oxygen-containing gas upward in response to fluctuations in the water surface level due to the supply of oxygen-containing gas, it is possible to avoid supplying oxygen-containing gas at a discharge pressure higher than necessary during steady operation. It has become possible to operate water treatment economically with extremely simple improvements.

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

図面は本考案に係る水処理装置の実施の態様を例示する
概略全体縦断側面図である。 I・・・・・・酸素含有ガス供給装置、8・・・・・・
給気路、10・・・・・・開閉弁、11a、11b・・
・・・・レベル変動検出機構、A・・・・・・下降流路
、B・・・・・・上昇流路、C・・・・・・ポンプ流路
、P・・・・・・揚水ポンプ、Ll 、L2゜L3・・
・・・・水面レベル、a、b・・・・・・ガス吐出口。
The drawing is a schematic overall longitudinal side view illustrating an embodiment of the water treatment device according to the present invention. I...Oxygen-containing gas supply device, 8...
Air supply path, 10... Open/close valve, 11a, 11b...
...Level fluctuation detection mechanism, A...Descent flow path, B...Rise flow path, C...Pump flow path, P...Pumping water Pump, Ll, L2゜L3...
...Water level, a, b...Gas discharge port.

Claims (1)

【実用新案登録請求の範囲】 1 深い下降流路Aとそれに連なる上昇流路Bを設ける
と共に、前記上昇流路Bから前記下降流路Aに揚水する
ポンプ流路Cを設けて、活性汚泥を含有する被処理水を
前記3流路A、13.C。 において循環させるべく構成し、前記下降流路Aにおい
て被処理水中に酸素含有ガスを供給する給気路8を設け
た水処理装置であって、前記酸素含有ガスの供給装置7
並びに揚水ポンプPの駆動停止状態における前記下降流
路の第1水面レベルL1よりも上方で、かつ前記揚水ポ
ンプPのみを駆動させた時の第2水面レベルL2よりも
下方に、前記給気路8の第1ガス吐出口aを設けると共
に、前記酸素含有ガス供給装置I並びに前記揚水ポンプ
Pの駆動状態における第3水面レベルL3よりも下方で
、かつ前記第2レベルL2よりも上方に、前記給気路8
の第2ガス吐出口すを設けて、前記下降流路Aに対する
酸素含有ガスの吐出位置を上下に変更可能に構成しであ
る事を特徴とする水処理装置。 2 前記給気路8,8に、ガス吐出位置切換えのための
人為操作式開閉弁10を設けである事を特徴とする実用
新案登録請求の範囲第1項に記載の装置。 3 前記下降流路Aの水面レベル変動を検出する機構1
1a、11bを設け、前記検出機構11aによる第2水
面レベルL2の検出に基いて酸素含有ガスを前記第1ガ
ス吐出口aから供給すると共に、第3水面レバルL3の
検出に基いて前記第2吐出口すから酸素含有ガスを切換
え供給する機構を設けである事を特徴とする実用新案登
録請求の範囲第1項に記載の装置。 4 前記ガス供給装置駆動の設定時間経過後に、ガス吐
出位置を第1ガス吐出口aから第2ガス吐出口すに自動
的に切換える機構を設けである事を特徴とする実用新案
登録請求の範囲第1項に記載の装置。 5 前記揚水ポンプ駆動の設定時間経過後に前記ガス供
給装置7を自動的に駆動させる機構を設けである事を特
徴とする実用新案登録請求の範囲第4項に記載の装置。
[Claims for Utility Model Registration] 1. A deep downward flow path A and an upward flow path B connected thereto are provided, and a pump flow path C is provided for pumping water from the upward flow path B to the downward flow path A, and activated sludge is The water to be treated containing the three flow paths A, 13. C. A water treatment device configured to circulate the oxygen-containing gas in the water to be treated, and provided with an air supply path 8 for supplying oxygen-containing gas into the water to be treated in the downward flow path A, the oxygen-containing gas supply device 7
The air supply path is located above the first water surface level L1 of the descending flow path when the pump P is not driven, and below the second water surface level L2 when only the pump P is driven. 8 first gas discharge ports a are provided below the third water surface level L3 and above the second level L2 in the driving state of the oxygen-containing gas supply device I and the water pump P. Air supply path 8
A water treatment device characterized in that a second gas discharge port is provided so that the discharge position of the oxygen-containing gas relative to the downward flow path A can be changed upward or downward. 2. The device according to claim 1, wherein the air supply passages 8, 8 are provided with a manually operated on-off valve 10 for switching the gas discharge position. 3 Mechanism 1 for detecting water level fluctuations in the descending channel A
1a and 11b are provided, and the oxygen-containing gas is supplied from the first gas discharge port a based on the detection of the second water level L2 by the detection mechanism 11a, and the second water level is supplied based on the detection of the third water level L3. 2. The device according to claim 1, which is characterized by being provided with a mechanism for switching and supplying oxygen-containing gas from the discharge port. 4. The scope of the utility model registration claim, characterized in that a mechanism is provided for automatically switching the gas discharge position from the first gas discharge port a to the second gas discharge port after the set time of driving the gas supply device has elapsed. Apparatus according to paragraph 1. 5. The device according to claim 4, which is a registered utility model, further comprising a mechanism for automatically driving the gas supply device 7 after a set time period for driving the water pump has elapsed.
JP1979123253U 1979-09-06 1979-09-06 water treatment equipment Expired JPS588395Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1979123253U JPS588395Y2 (en) 1979-09-06 1979-09-06 water treatment equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1979123253U JPS588395Y2 (en) 1979-09-06 1979-09-06 water treatment equipment

Publications (2)

Publication Number Publication Date
JPS5642398U JPS5642398U (en) 1981-04-18
JPS588395Y2 true JPS588395Y2 (en) 1983-02-15

Family

ID=29355231

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1979123253U Expired JPS588395Y2 (en) 1979-09-06 1979-09-06 water treatment equipment

Country Status (1)

Country Link
JP (1) JPS588395Y2 (en)

Also Published As

Publication number Publication date
JPS5642398U (en) 1981-04-18

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