JP2723248B2 - Sewage treatment equipment - Google Patents

Sewage treatment equipment

Info

Publication number
JP2723248B2
JP2723248B2 JP63077355A JP7735588A JP2723248B2 JP 2723248 B2 JP2723248 B2 JP 2723248B2 JP 63077355 A JP63077355 A JP 63077355A JP 7735588 A JP7735588 A JP 7735588A JP 2723248 B2 JP2723248 B2 JP 2723248B2
Authority
JP
Japan
Prior art keywords
sewage
treated water
tank
water
water level
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 - Lifetime
Application number
JP63077355A
Other languages
Japanese (ja)
Other versions
JPH01245897A (en
Inventor
良人 北井
八郎 佐藤
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP63077355A priority Critical patent/JP2723248B2/en
Publication of JPH01245897A publication Critical patent/JPH01245897A/en
Application granted granted Critical
Publication of JP2723248B2 publication Critical patent/JP2723248B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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

  • Treatment Of Biological Wastes In General (AREA)
  • Activated Sludge Processes (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は汚水処理装置に関し、詳しくは汚水処理の
水量調整可能な汚水処理装置に関する。
Description: TECHNICAL FIELD The present invention relates to a sewage treatment apparatus, and more particularly to a sewage treatment apparatus capable of adjusting the amount of sewage treatment.

〔従来の技術〕[Conventional technology]

従来、し尿浄化槽、又は雑排水浄化槽などで一つの槽
内をいくつかに仕切り、各槽を嫌気性微生物処理槽、又
は沈澱分離槽、好気性微生物処理槽、浮遊物沈澱槽、及
び消毒槽とし、この順に汚水を移流させて浄化していく
構造の汚水処理装置が広く知られている。
Conventionally, the inside of one tank is divided into several parts by a human waste purification tank or a gray water purification tank, and each tank is used as an anaerobic microorganism treatment tank, or a sedimentation separation tank, an aerobic microorganism treatment tank, a suspended matter sedimentation tank, and a disinfection tank. A sewage treatment apparatus having a structure in which sewage is advected and purified in this order is widely known.

〔従来技術の問題点〕[Problems of the prior art]

ところで、これらの汚水処理装置への汚水供給量は日
中を通じ一定ではなく、ある時間帯に集中するのが一般
的であり、汚水処理装置の許容負荷水量を越えると汚水
が未処理のまま排出されることが有り、問題が生じる場
合が有る。
By the way, the amount of sewage supplied to these sewage treatment equipment is not constant throughout the day, but is generally concentrated during a certain time period.If the allowable load water capacity of the sewage treatment equipment is exceeded, the sewage is discharged without treatment. And may cause problems.

かかる問題を解消するため、消毒槽への越流堰を高く
し、沈澱槽における処理水をエアリフトポンプにより消
毒槽へ強制的に移流させ、もって汚水供給量の少ない時
間帯に汚水処理装置内を最低水位に下げること(例えば
実願昭62−122982号)や、沈澱室の汚水を低次の処理室
へエアリフトポンプで常時返送し、処理を確実に行なわ
しめること(例えば実願昭62−115470号)などが提案さ
れているが、前者の場合、低水位になった後エアリフト
に供給される空気動力が無駄となり、また、後者の場
合、低水位時は循環量がエアリフトポンプの特性上小さ
くなり、高水位時は逆に循環量が大きくなる傾向が有
り、循環量を小さくしたい高水位時の流量調整が充分に
行なえない問題が有る。
In order to solve such a problem, the overflow weir to the disinfection tank is raised, and the treated water in the settling tank is forcibly transferred to the disinfection tank by an air lift pump. To lower the water level to the lowest level (for example, Japanese Utility Model Application No. 62-122,1982), or to constantly return the wastewater from the sedimentation chamber to a lower processing chamber using an air lift pump to ensure the processing (for example, Japanese Utility Model Application No. 62-115470). However, in the former case, the air power supplied to the air lift after the water level becomes low is wasted, and in the latter case, the circulation amount at the low water level is small due to the characteristics of the air lift pump. On the other hand, when the water level is high, the circulation amount tends to be large, and there is a problem that the flow rate cannot be sufficiently adjusted at the high water level where the circulation amount is desired to be reduced.

〔発明が解決しようとする課題〕[Problems to be solved by the invention]

この発明は上記問題点に鑑み、汚水処理装置内におけ
る貯留水位によって汚水の循環又は次室移流が自動的に
選択されもって浄化効率の良い汚水処理の出来る汚水処
理装置を提供することを目的としてなされたものであ
る。
In view of the above problems, an object of the present invention is to provide a sewage treatment apparatus capable of automatically selecting a sewage circulation or advancing to the next chamber according to a stored water level in the sewage treatment apparatus and performing sewage treatment with high purification efficiency. It is a thing.

〔課題を解決するに至った技術〕[Technology that solved the problem]

即ち、この発明の汚水処理装置は未処理汚水が供給さ
れる低次処理室と処理済水が流入する消毒槽の両者にか
けて、汚水貯水最高水位より高い位置に処理水導管が架
設され、該処理水導管には沈澱室よりエアリフトにより
処理水を供給する導管が連通されており、前記処理水導
管には、そのいずれかの末端に汚水貯留水の最高水位時
には消毒槽へ、逆の最低水位時には1次処理室へ処理水
を導入する逆止弁装置が設けられて成ることを特徴とす
るものである。
That is, in the sewage treatment apparatus of the present invention, a treated water conduit is erected at a position higher than the highest sewage storage water level over both the lower treatment chamber to which untreated sewage is supplied and the disinfection tank into which treated water flows. A conduit for supplying treated water from the sedimentation chamber by an air lift is connected to the water conduit, and one end of the treated water conduit is connected to the disinfection tank at the highest water level of the sewage storage water, and at the other end to the lowest water level. A check valve device for introducing treated water into the primary treatment chamber is provided.

〔実施例〕〔Example〕

つぎに、この発明を実施例により説明する。 Next, the present invention will be described with reference to examples.

第1図はこの発明の実施例の断面図、第2図は他の実
施例の断面図、第3図は第2図の要部断面図である。
FIG. 1 is a sectional view of an embodiment of the present invention, FIG. 2 is a sectional view of another embodiment, and FIG. 3 is a sectional view of a main part of FIG.

この発明の汚水処理装置1は汚水の供給される嫌気濾
床槽第1室1A及び嫌気濾床第2室1Bなどの1次処理室よ
り順次好気処理室1C、沈澱槽1D及び消毒槽1Eへと汚水を
移流させつつ浄化していく汚水処理装置において、1A又
は1Bなど1次処理室と消毒槽1Eにかけて処理水導管2が
架設され、この処理水導管2には沈澱槽1Dよりエアリフ
ト2Aにより処理水を供給する導管3が連通され、処理水
導管2には、いずれかの末端2B,2Cに汚水貯留水の最高
水位時HWLには消毒槽(1E)へ、逆の最低水位時LWLには
1次処理室(1A,1B)へ処理水を導入する逆止弁4が設
けられて構成されている。
The sewage treatment apparatus 1 of the present invention comprises an aerobic treatment chamber 1C, a sedimentation tank 1D, and a disinfection tank 1E in order from primary treatment chambers such as an anaerobic filter bed first chamber 1A and an anaerobic filter bed second chamber 1B to which sewage is supplied. In a sewage treatment apparatus that purifies wastewater while transferring the wastewater to the wastewater treatment apparatus, a treated water conduit 2 is installed between a primary treatment room such as 1A or 1B and a disinfection tank 1E, and the treated water conduit 2 is provided with an air lift 2A from a settling tank 1D. A conduit 3 for supplying treated water is connected to the treated water conduit 2. The treated water conduit 2 is connected to the disinfection tank (1E) at the highest water level of the sewage stored water at one of the ends 2B and 2C, and to the LWL at the opposite lowest water level. Is provided with a check valve 4 for introducing treated water into the primary treatment chambers (1A, 1B).

上記実施例において第1図は1次処理室側に逆止弁4
を、第2図は沈澱槽側に逆止弁4を設けた場合を示す。
なお、第2図の実施例において、処理水導管2の末端2C
における逆止弁4の作動用浮体4Aは、第3図に示すよう
に沈澱槽1D側水面(LWL)に配設され、沈澱槽1Dの水位
により弁開閉4Bが作動される構成とされている。
In the above embodiment, FIG. 1 shows a check valve 4 on the primary processing chamber side.
FIG. 2 shows a case where a check valve 4 is provided on the settling tank side.
In addition, in the embodiment of FIG.
The floating body 4A for operating the check valve 4 is disposed on the water surface (LWL) on the settling tank 1D side as shown in FIG. 3, and the valve opening / closing 4B is operated by the water level of the settling tank 1D. .

また、1次処理室側の逆止弁4としては、図示のよう
にシスターンタンク方式の他、第4図に示すようなボー
ルタップ弁4Bとすることができる。要するにそれぞれの
処理室の水位に応じ自動的に開閉が行なわれる弁装置で
あれば構造の種類は問わない。
The check valve 4 on the primary processing chamber side may be a ball tap valve 4B as shown in FIG. 4 in addition to the cis-turn tank type as shown in the figure. In short, any type of structure can be used as long as it is a valve device that automatically opens and closes according to the water level in each processing chamber.

〔作用〕[Action]

この発明において処理水導管2には沈澱槽1Dより常時
処理水がエアリフト2Aにより供給されている。
In this invention, treated water is always supplied to the treated water conduit 2 from the settling tank 1D by the air lift 2A.

このとき、汚水処理装置内の貯留水位が下った場合、
第1図の場合逆止弁4が開き、処理水が再び1次処理室
へ循環され、硝化脱窒処理等による完全な汚水処理が行
なわれる。そして、貯留水位が高くなれば逆止弁4が閉
じ、消毒槽へと処理水が流入され、貯留水位の低下が図
られる。
At this time, if the stored water level in the sewage treatment equipment falls,
In the case of FIG. 1, the check valve 4 is opened, the treated water is circulated again to the primary treatment chamber, and complete sewage treatment such as nitrification and denitrification treatment is performed. When the stored water level rises, the check valve 4 closes, and the treated water flows into the disinfection tank, and the stored water level is reduced.

第2図の場合は、沈澱槽1Dにおける水位が上昇した場
合に逆止弁4が開き、このときに沈澱槽1Dより消毒槽1E
への移流が図られ処理水排出による汚水処理装置1内の
水位低下が図られ、他の場合は汚水が循環される。
In the case of FIG. 2, when the water level in the sedimentation tank 1D rises, the check valve 4 is opened.
And the water level in the sewage treatment apparatus 1 is reduced by the discharge of treated water. In other cases, the sewage is circulated.

〔効果〕〔effect〕

この発明は以上説明したように汚水処理装置内の貯留
水位が高さに応じて、処理水の循環又は放流が自動的に
選択されるので、急激に汚水量が増加する時間帯であっ
ても、完全な処理が達成出来るのである。
According to the present invention, as described above, the circulating or discharging of the treated water is automatically selected in accordance with the height of the stored water level in the sewage treatment apparatus. , Complete processing can be achieved.

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

第1図はこの発明の実施例の断面図、第2図は他の実施
例の断面図、第3図は第2図の要部断面図、第4図は他
の実施例の要部断面図である。
FIG. 1 is a cross-sectional view of an embodiment of the present invention, FIG. 2 is a cross-sectional view of another embodiment, FIG. 3 is a cross-sectional view of a main part of FIG. 2, and FIG. FIG.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】未処理汚水が供給される1次処理室と処理
済水が流入する消毒槽の両者にかけて、汚水貯水最高水
位より高い位置に処理水導管が架設され、該処理水導管
には沈澱槽よりエアリフトにより処理水を供給する導管
が連通されており、前記処理水導管には、そのいずれか
の末端に汚水貯留水の最高水位時には消毒槽へ、逆の最
低水位時には1次処理室へ処理水を導入する逆止弁装置
が設けられて成ることを特徴とする汚水処理装置。
1. A treated water conduit is provided at a position higher than a maximum water level of a sewage storage water over both a primary treatment chamber to which untreated sewage is supplied and a disinfection tank into which treated water flows. A conduit for supplying treated water from the sedimentation tank by an air lift is connected to one end of the treated water conduit to the disinfecting tank at the highest water level of the sewage storage water, and to the primary treatment chamber at the lowest water level. A sewage treatment apparatus comprising a check valve device for introducing treated water into the sewage treatment apparatus.
JP63077355A 1988-03-29 1988-03-29 Sewage treatment equipment Expired - Lifetime JP2723248B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63077355A JP2723248B2 (en) 1988-03-29 1988-03-29 Sewage treatment equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63077355A JP2723248B2 (en) 1988-03-29 1988-03-29 Sewage treatment equipment

Publications (2)

Publication Number Publication Date
JPH01245897A JPH01245897A (en) 1989-10-02
JP2723248B2 true JP2723248B2 (en) 1998-03-09

Family

ID=13631603

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63077355A Expired - Lifetime JP2723248B2 (en) 1988-03-29 1988-03-29 Sewage treatment equipment

Country Status (1)

Country Link
JP (1) JP2723248B2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0474599U (en) * 1989-12-25 1992-06-30
JPH04354592A (en) * 1991-05-30 1992-12-08 Kubota Corp Sewage treating device
JP2644103B2 (en) * 1991-06-14 1997-08-25 株式会社クボタ Septic tank
JP2520571B2 (en) * 1993-11-01 1996-07-31 麒麟麦酒株式会社 Septic tank with flow rate adjustment device
JP4554194B2 (en) * 2003-12-24 2010-09-29 フジクリーン工業株式会社 Sewage treatment equipment

Also Published As

Publication number Publication date
JPH01245897A (en) 1989-10-02

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