JPH11138184A - Septic tank - Google Patents
Septic tankInfo
- Publication number
- JPH11138184A JPH11138184A JP31034197A JP31034197A JPH11138184A JP H11138184 A JPH11138184 A JP H11138184A JP 31034197 A JP31034197 A JP 31034197A JP 31034197 A JP31034197 A JP 31034197A JP H11138184 A JPH11138184 A JP H11138184A
- Authority
- JP
- Japan
- Prior art keywords
- tank
- water
- filter bed
- anaerobic filter
- lift pump
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 49
- 238000011144 upstream manufacturing Methods 0.000 claims abstract description 4
- 238000004062 sedimentation Methods 0.000 claims description 9
- 238000005192 partition Methods 0.000 claims description 7
- 238000004140 cleaning Methods 0.000 claims description 5
- 238000004659 sterilization and disinfection Methods 0.000 claims description 5
- 238000000746 purification Methods 0.000 claims description 2
- 238000005086 pumping Methods 0.000 abstract description 8
- 238000001556 precipitation Methods 0.000 abstract 2
- 238000000638 solvent extraction Methods 0.000 abstract 1
- 238000005406 washing Methods 0.000 abstract 1
- 239000010802 sludge Substances 0.000 description 9
- 238000005273 aeration Methods 0.000 description 7
- 238000001914 filtration Methods 0.000 description 3
- 230000001464 adherent effect Effects 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 238000005303 weighing Methods 0.000 description 2
- 230000007423 decrease Effects 0.000 description 1
- 230000000249 desinfective effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000010797 grey water Substances 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 230000000813 microbial effect Effects 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 230000001141 propulsive effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
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)
- Treatment Of Biological Wastes In General (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、戸建住宅のし尿及
び雑排水を処理する小規模な浄化槽であって、特には、
槽内水の循環に用いる移行装置に関する。TECHNICAL FIELD The present invention relates to a small-scale septic tank for treating night soil and gray water of a detached house,
The present invention relates to a transfer device used for circulating water in a tank.
【0002】[0002]
【従来の技術】従来から用いられてきた浄化槽につい
て、図5を用いて説明すると、浄化槽1は、仕切壁2、
3、4、5にて仕切られ、上流側から嫌気濾床槽第1室
6、嫌気濾床槽第2室7、接触ばっ気槽8、沈殿槽9、
消毒槽10の順に配置されている。尚、図5において、
接触ばっ気槽8が生物濾過槽11のときは、沈殿槽9が
処理水槽12として配置される。以降の説明において、
接触ばっ気槽8又は生物濾過槽11は、ともに好気処理
であるので、両者を合わせて好気濾床槽と記述する場合
もある。前記浄化槽1は処理水質の安定化と脱窒を目的
として、好気濾床槽、あるいは沈殿槽9又は処理水槽1
2の槽内水を嫌気濾床槽第1室6へ循環(返送)させる
方式を多く採用している。2. Description of the Related Art A conventional septic tank will be described with reference to FIG.
The anaerobic filter bed first chamber 6, the anaerobic filter tank second chamber 7, the contact aeration tank 8, the sedimentation tank 9,
The disinfection tank 10 is arranged in this order. In FIG. 5,
When the contact aeration tank 8 is the biological filtration tank 11, the settling tank 9 is arranged as the treated water tank 12. In the following description,
Since both the contact aeration tank 8 and the biological filtration tank 11 are subjected to aerobic treatment, they may be collectively referred to as an aerobic filter bed tank. The septic tank 1 is an aerobic filter bed tank or a sedimentation tank 9 or a treated water tank 1 for the purpose of stabilizing treated water quality and denitrification.
The method of circulating (returning) the water in the tank 2 to the first chamber 6 of the anaerobic filter tank is adopted in many cases.
【0003】前述した浄化槽1において、好気濾床槽又
は沈殿槽9又は処理水槽12の槽内水を循環させる水量
は、極めて少ない(数リットル/分)ため、能力の大き
い市販の水中ポンプが使用できず、空気を推進力とする
エアリフトポンプ13を使用して揚水させ循環してい
る。[0003] In the above-mentioned septic tank 1, the amount of water circulating the water in the aerobic filter bed tank or the sedimentation tank 9 or the treatment water tank 12 is extremely small (several liters / minute). It cannot be used and is pumped and circulated using an air lift pump 13 using air as a propulsion force.
【0004】前記エアリフトポンプ13の揚水の仕組み
は、図6に示すように、空気15を立て管の内管14か
ら挿入し、該内管14の底部より吐出させ、立て管の外
管16と内管14との間を上昇させる。その際に前記エ
アリフトポンプ13の外部の槽内水17も吸引されて揚
水できるようにしている。前記立て管の上部には、必要
とする循環水18の量を計量する三角堰19と、循環水
量を調整する戻り堰20とからなる分配計量装置21を
設けている。即ち、該分配計量装置21によって、立て
管より移流した揚水を三角堰19から循環水18の必要
量を越流させ、戻り堰20から余剰水22を元の槽に戻
すようにしたものである。As shown in FIG. 6, the pumping mechanism of the air lift pump 13 is such that air 15 is inserted through an inner pipe 14 of a standing pipe, discharged from the bottom of the inner pipe 14, and connected to an outer pipe 16 of the standing pipe. The space between the inner tube 14 and the inner tube 14 is raised. At this time, the water 17 in the tank outside the air lift pump 13 is also sucked and can be pumped up. A distributing and measuring device 21 including a triangular weir 19 for measuring the required amount of circulating water 18 and a return weir 20 for adjusting the amount of circulating water is provided above the standing pipe. That is, the distribution metering device 21 causes the pumped water advancing from the standing pipe to overflow the required amount of the circulating water 18 from the triangular weir 19 and return the surplus water 22 from the return weir 20 to the original tank. .
【0005】又、前記エアリフトポンプ13は、図7に
示すように、必要とする循環水18量のみを揚水するよ
うにした方式も提案されている。即ち、立て管の外管1
6の吸い込み口に揚水の抵抗になる絞り部23を設け、
揚水した全量を循環水18として移行するものである。Further, as shown in FIG. 7, a method has been proposed in which the air lift pump 13 pumps only a required amount of circulating water 18. That is, the outer tube 1 of the standing tube
The suction port of No. 6 is provided with a throttle portion 23 which serves as a pumping resistance,
The whole pumped amount is transferred as circulating water 18.
【0006】[0006]
【発明が解決しようとする課題】しかしながら、浄化槽
の運転を継続すると、前記分配計量装置21を設けたエ
アリフトポンプ13、又は外管16に絞り部23を設け
たエアリフトポンプ13は、外管16の内壁、内管14
の外壁に、揚水中に含まれるSS (浮遊懸濁物質)が
徐々に付着したり、あるいは生物膜が形成するため(以
降、これらを付着汚泥として説明する)、揚水能力が低
下する。従って、安定した揚水と循環水の維持ができな
いといった課題がある。However, if the operation of the septic tank is continued, the air lift pump 13 provided with the distributing and weighing device 21 or the air lift pump 13 provided with the throttle portion 23 in the outer tube 16 is connected to the outer tube 16. Inner wall, inner tube 14
Since the SS (suspended suspended solids) contained in the pumped water gradually adheres to the outer wall of the pump or a biofilm is formed (hereinafter, these are referred to as adhering sludge), the pumping capacity is reduced. Therefore, there is a problem that stable pumping and circulating water cannot be maintained.
【0007】本発明は、以上のような課題に鑑み、エア
リフトポンプの立て管内を自動的に洗浄する機能を付加
し、安定した移行ができる浄化槽を提供することを目的
とするものである。SUMMARY OF THE INVENTION In view of the above problems, an object of the present invention is to provide a septic tank capable of performing a stable transfer by adding a function of automatically cleaning the inside of a vertical pipe of an air lift pump.
【0008】[0008]
【課題を解決するための手段】本発明は、図4に示すよ
うに、槽内を仕切壁で仕切り、上流側から嫌気濾床槽、
好気濾床槽、沈殿槽9又は処理水槽12、消毒槽10の
順に配置した浄化槽1において、前記好気濾床槽、沈殿
槽9又は処理水槽12の槽内水を嫌気濾床槽へ循環する
移行装置がエアリフトポンプ方式であって、該エアリフ
トポンプ13の立て管内に該立て管内を自動的に洗浄す
る可動体24を設けたことを特徴とする。According to the present invention, as shown in FIG. 4, the inside of the tank is partitioned by a partition wall, and an anaerobic filter bed tank is provided from the upstream side.
In the purification tank 1 arranged in the order of the aerobic filter bed tank, the sedimentation tank 9 or the treatment water tank 12, and the disinfection tank 10, the water in the aerobic filter bed tank, the sedimentation tank 9 or the treatment water tank 12 is circulated to the anaerobic filter bed tank. The moving device is an air lift pump type, and a movable body 24 for automatically cleaning the inside of the vertical pipe is provided in the vertical pipe of the air lift pump 13.
【0009】[0009]
【発明の実施の形態】エアリフトポンプ13の揚水量
は、水面とその下端との浸漬深さ、管径、揚程及び空気
量で決定されるが、運転を長期に渡って継続していく
と、前記エアリフトポンプ13の外管の内壁と内管の外
壁に汚泥が付着し、揚水量が低下していく。そこで、本
発明は、図1、図2に示すように、前記したエアリフト
ポンプ13の内管14に可動体24を装着し、該可動体
24を上下に移動して管内に付着した汚泥を剥離し洗浄
するものである。尚、前記可動体24は空気15の停止
時に自重で落下し、挿入時に空気と揚水の推進力によっ
て浮上する程度の比重を有することが必要である。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The amount of water pumped by the air lift pump 13 is determined by the immersion depth between the water surface and its lower end, the pipe diameter, the head, and the amount of air. Sludge adheres to the inner wall of the outer pipe and the outer wall of the inner pipe of the air lift pump 13, and the amount of pumped water decreases. Therefore, according to the present invention, as shown in FIGS. 1 and 2, the movable body 24 is attached to the inner pipe 14 of the air lift pump 13 and the movable body 24 is moved up and down to remove sludge adhering to the pipe. Cleaning. It is necessary that the movable body 24 has a specific gravity such that it falls under its own weight when the air 15 stops and rises by the propulsion force of the air and the pumping water at the time of insertion.
【0010】詳しくは図3に示すように、可動体24は
外管16内に取り付けられる内管14に装着され、又、
内管14の下端に設けてあるストッパー25によって支
持され、更に、前記可動体24の移動は、エアリフトポ
ンプ13に作用する空気15の停止と挿入によて制御さ
れる。即ち、可動体24は、空気15が停止のときスト
ッパー25の位置にあり、空気15を挿入すると外管1
6と内管14との間を上昇する空気及び揚水の推進力に
よって上部へ押し上げられ、該上部で保持され、又、空
気15が停止すると上部から下端のストッパー25位置
まで落下する。このとき、可動体24は外管16の内壁
と内管14の外壁に付着している汚泥を剥離しながら移
動するため、汚泥の付着を防止できる。More specifically, as shown in FIG. 3, the movable body 24 is mounted on the inner tube 14 which is mounted inside the outer tube 16.
The movable body 24 is supported by a stopper 25 provided at the lower end of the inner pipe 14, and the movement of the movable body 24 is controlled by stopping and inserting the air 15 acting on the air lift pump 13. That is, the movable body 24 is at the position of the stopper 25 when the air 15 is stopped, and when the air 15 is inserted, the outer tube 1 is moved.
The air and pumping water rising between the inner pipe 6 and the inner pipe 14 are pushed upward by the propulsive force, and are held at the upper part. When the air 15 stops, the air 15 falls from the upper part to the stopper 25 at the lower end. At this time, the movable body 24 moves while separating the sludge adhering to the inner wall of the outer tube 16 and the outer wall of the inner tube 14, so that the sludge can be prevented from adhering.
【0011】又、前記空気15の挿入と停止の操作は、
タイマーの指令により行い、該タイマーによりブロワを
定期的に一定時間停止する、又はブロワを連続で稼動
し、挿入する空気15の経路の電磁弁を定期的に一定時
間閉じるものである。ブロワの停止、又は空気15の経
路の電磁弁を閉じる時間は、前記可動体24が上部から
下端のストッパー25位置まで落下するのに要する時間
以上に設定すればよい。但し、必要以上に長くすると循
環水の停止時間が長くなり、処理性能に対して好ましく
ないため、停止時間は30分程度以下がよい。The operation for inserting and stopping the air 15 is as follows.
The operation is performed by a timer command, and the blower is periodically stopped for a certain period of time by the timer, or the blower is continuously operated, and the solenoid valve in the path of the air 15 to be inserted is periodically closed for a certain period of time. The time for stopping the blower or closing the solenoid valve in the path of the air 15 may be set to be equal to or longer than the time required for the movable body 24 to fall from the upper portion to the position of the stopper 25 at the lower end. However, if it is longer than necessary, the stop time of the circulating water becomes longer, which is not preferable for the processing performance. Therefore, the stop time is preferably about 30 minutes or less.
【0012】前記したエアリフトポンプ13で揚水した
循環水18は、複数の嫌気濾床槽を有するとき、処理時
間を長くするために流入口に最も近い嫌気濾床槽第1室
へ移行させることが好ましい。When the circulating water 18 pumped by the air lift pump 13 has a plurality of anaerobic filter tanks, the circulating water 18 may be transferred to the first anaerobic filter tank closest to the inflow port in order to lengthen the treatment time. preferable.
【0013】[0013]
【実施例】本発明の実施例について図面に沿って説明す
る。図4に示す浄化槽1は、槽内を仕切壁2、3、4、
5にて仕切り、上流側から嫌気濾床槽第1室6、嫌気濾
床槽第2室7、接触ばっ気槽8、沈殿槽9、消毒槽10
の順に配置している。前記嫌気濾床槽第1室6及び嫌気
濾床槽第2室7には、濾材26が設けられており、接触
ばっ気槽8には微生物付着体27が設けられている。An embodiment of the present invention will be described with reference to the drawings. The septic tank 1 shown in FIG. 4 has partition walls 2, 3, 4,
5, the anaerobic filter bed first chamber 6, the anaerobic filter tank second chamber 7, the contact aeration tank 8, the sedimentation tank 9, and the disinfection tank 10 from the upstream side.
Are arranged in this order. The anaerobic filter tank first chamber 6 and the anaerobic filter tank second chamber 7 are provided with a filter medium 26, and the contact aeration tank 8 is provided with a microorganism adherent 27.
【0014】流入口28から嫌気濾床槽第1室6に流入
した汚水29は、嫌気濾床槽第2室7、接触ばっ気槽8
を経て処理され、さらに沈殿槽9を経て消毒槽10で滅
菌され、流出口30から処理水31として系外に放流さ
れる。沈殿槽9の底部から槽内水の一部は、処理水質の
安定化と脱窒のためにエアリフトポンプ13により揚水
され、移行管32によって、嫌気濾床槽第1室6へ循環
される。前記エアリフトポンプ13には、ブロワ33が
接続してあり、又、前記ブロワ33は、タイマー34に
よって制御され、1日1回5分間停止するようにしてあ
る。The sewage 29 flowing into the first anaerobic filter tank 6 from the inlet 28 is supplied to the second anaerobic filter tank 7 and the contact aeration tank 8.
Then, it is sterilized in the disinfecting tank 10 through the sedimentation tank 9, and discharged out of the system as treated water 31 from the outlet 30. Part of the water in the tank from the bottom of the settling tank 9 is pumped up by an air lift pump 13 for stabilization and denitrification of the treated water quality, and is circulated to a first anaerobic filter bed tank 6 by a transfer pipe 32. A blower 33 is connected to the air lift pump 13, and the blower 33 is controlled by a timer 34 so as to stop once a day for 5 minutes.
【0015】エアリフトポンプ13は、図2に示すよう
に下端に絞り部23を設けた外管16と、該外管16の
内側に下端へストッパー25を設けた内管14があり、
又、該内管14には、可動体24が設けられている。前
記可動体24は、空気15を挿入すると空気及び揚水の
推進力によって上部へ押し上げられ、この時、壁面に付
着した汚泥を剥離する。剥離した汚泥は、循環水18に
混入して嫌気濾床槽第1室6へ移行される。前述したタ
イマー34の指令により、ブロワ33が停止し空気15
の挿入が停止されると、前記可動体24は自重によりス
トッパー25の位置まで落下するが、この時も壁面に付
着した汚泥を剥離することができる。As shown in FIG. 2, the air lift pump 13 includes an outer tube 16 having a throttle portion 23 at the lower end, and an inner tube 14 having a stopper 25 at the lower end inside the outer tube 16.
The inner tube 14 is provided with a movable body 24. When the air 15 is inserted, the movable body 24 is pushed upward by the driving force of the air and the pumping water, and at this time, the sludge attached to the wall surface is separated. The separated sludge is mixed into the circulating water 18 and transferred to the first anaerobic filter bed tank 6. The blower 33 is stopped and the air 15
When the insertion of the movable body 24 is stopped, the movable body 24 falls to the position of the stopper 25 by its own weight, but also at this time, the sludge attached to the wall surface can be removed.
【0016】[0016]
【発明の効果】以上説明したとおり、従来はエアリフト
ポンプの管内に汚泥が付着し、安定した循環水量の移行
ができなかったが、本発明によれば、エアリフトポンプ
の立て管内に該立て管を自動的に洗浄する可動体を設け
たので、安定した循環が維持できるとともに、浄化槽の
処理水質を安定化することができる。As described above, conventionally, sludge adhered to the pipe of the air lift pump, and the amount of circulating water could not be shifted stably. However, according to the present invention, the vertical pipe was inserted into the pipe of the air lift pump. Since the movable body for automatically cleaning is provided, stable circulation can be maintained and the quality of the treated water in the septic tank can be stabilized.
【図1】本発明の要部であるエアリフトポンプの実施例
を示す断面図である。FIG. 1 is a sectional view showing an embodiment of an air lift pump which is a main part of the present invention.
【図2】本発明の要部である別のエアリフトポンプの実
施例を示す断面図である。FIG. 2 is a sectional view showing an embodiment of another air lift pump which is a main part of the present invention.
【図3】図1及び図2に示す可動体の詳細を示す斜視図
である。FIG. 3 is a perspective view showing details of a movable body shown in FIGS. 1 and 2;
【図4】本発明の浄化槽を示す断面図である。FIG. 4 is a sectional view showing a septic tank according to the present invention.
【図5】従来の浄化槽を示す断面図である。FIG. 5 is a sectional view showing a conventional septic tank.
【図6】従来のエアリフトポンプを示す斜視図である。FIG. 6 is a perspective view showing a conventional air lift pump.
【図7】従来の別のエアリフトポンプを示す断面図であ
る。FIG. 7 is a sectional view showing another conventional air lift pump.
1.浄化槽 2.仕切壁 3.仕切壁 4.仕切壁
5.仕切壁 6.嫌気濾床槽第1室 7.嫌気濾床槽第
2室 8.接触ばっ気槽 9.沈殿槽 10.消毒槽
11.生物濾過槽 12.処理水槽 13.エアリフト
ポンプ 14.内管 15.空気 16.外管 17.槽内水 18.循環水
19.三角堰 20.戻り堰 21.分配計量装置
22.余剰水 23.絞り部 24.可動体 25.ストッパー 26.濾材 27.微生物付着体
28.流入口 29.汚水 30.流出口 31.処理
水 32.移行管 33.ブロワ 34.タイマー1. Septic tank 2. Partition wall 3. Partition wall 4. Partition wall
5. Partition wall 6. Anaerobic filter tank 1st room 7. 7. Anaerobic filter tank 2nd room Contact aeration tank 9. Settling tank 10. Disinfection tank
11. Biological filtration tank 12. Treated water tank 13. Air lift pump 14. Inner tube 15. Air 16. Outer tube 17. Water in tank 18. Circulating water 19. Triangular weir 20. Return weir 21. Dispensing and weighing device
22. Surplus water 23. Restrictor 24. Movable body 25. Stopper 26. Filter medium 27. Microbial adherent
28. Inlet 29. Sewage 30. Outlet 31. Treated water 32. Transition pipe 33. Blower 34. timer
───────────────────────────────────────────────────── フロントページの続き (72)発明者 和田 康里 茨城県下館市大字下江連1250番地 日立化 成工業株式会社結城工場内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Yasuri Wada Shimodate City, Ibaraki Pref.
Claims (1)
濾床槽、好気濾床槽、沈殿槽又は処理水槽、消毒槽の順
に配置させた浄化槽において、前記好気濾床槽、沈殿槽
又は処理水槽の槽内水を嫌気濾床槽へ循環する移行装置
がエアリフトポンプ方式であって、該エアリフトポンプ
の立て管内に該立て管内を洗浄する可動体を設けたこと
を特徴とする浄化槽。1. A purification tank in which a tank is partitioned by a partition wall and an anaerobic filter tank, an aerobic filter tank, a sedimentation tank or a treated water tank, and a disinfection tank are arranged in this order from the upstream side, The transfer device for circulating the water in the sedimentation tank or the treatment water tank to the anaerobic filter bed tank is an air lift pump system, and a movable body for cleaning the inside of the vertical pipe is provided in the vertical pipe of the air lift pump. Septic tank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31034197A JPH11138184A (en) | 1997-11-12 | 1997-11-12 | Septic tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31034197A JPH11138184A (en) | 1997-11-12 | 1997-11-12 | Septic tank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH11138184A true JPH11138184A (en) | 1999-05-25 |
Family
ID=18004075
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP31034197A Pending JPH11138184A (en) | 1997-11-12 | 1997-11-12 | Septic tank |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH11138184A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102249415A (en) * | 2011-07-22 | 2011-11-23 | 浙江大学 | Airlift internal circulation nitrogen and phosphorus removal bioreactor |
| CN112321115A (en) * | 2020-10-27 | 2021-02-05 | 全方位(菏泽)生物科技有限公司 | Harmless recycling centralized treatment system for changing liquid dung in rural toilet |
| RU2825351C1 (en) * | 2023-09-25 | 2024-08-26 | Общество с ограниченной ответственностью "ЕВРОЛОС" | Waste water biological treatment aeration plant |
-
1997
- 1997-11-12 JP JP31034197A patent/JPH11138184A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102249415A (en) * | 2011-07-22 | 2011-11-23 | 浙江大学 | Airlift internal circulation nitrogen and phosphorus removal bioreactor |
| CN112321115A (en) * | 2020-10-27 | 2021-02-05 | 全方位(菏泽)生物科技有限公司 | Harmless recycling centralized treatment system for changing liquid dung in rural toilet |
| RU2825351C1 (en) * | 2023-09-25 | 2024-08-26 | Общество с ограниченной ответственностью "ЕВРОЛОС" | Waste water biological treatment aeration plant |
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