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JP3791639B2 - Wastewater septic tank - Google Patents
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JP3791639B2 - Wastewater septic tank - Google Patents

Wastewater septic tank Download PDF

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Publication number
JP3791639B2
JP3791639B2 JP15670397A JP15670397A JP3791639B2 JP 3791639 B2 JP3791639 B2 JP 3791639B2 JP 15670397 A JP15670397 A JP 15670397A JP 15670397 A JP15670397 A JP 15670397A JP 3791639 B2 JP3791639 B2 JP 3791639B2
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Prior art keywords
tank
air
lift pump
filter bed
pipe
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Expired - Fee Related
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JP15670397A
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Japanese (ja)
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JPH11676A (en
Inventor
康里 和田
淳 日比野
裕二 小泉
信義 片貝
力 石垣
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株式会社日立ハウステック
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Description

【0001】
【発明の属する技術分野】
本発明は、し尿排水及び生活排水を浄化する為に用いる汚水浄化槽に関する。
【0002】
【従来の技術】
従来から用いられている汚水浄化槽を図3を用いて説明すると、汚水浄化槽1の槽内を仕切壁2、3、4及び5にて仕切り、上流側から嫌気濾床槽6、6、好気濾床槽7、処理水槽8及び消毒槽9の順に配列している。前記処理水槽8には、図4に示す外管13及び内管11が設置され、空気12を内管11を介して吐出することにより、処理水槽8内の槽内水を分配計量装置10を通して嫌気濾床槽6へ返送している。このような返送は、処理水の質を安定させることと、処理水から窒素成分を除去するために行われている。
【0003】
分配計量装置10について、詳細に述べると、外管13と内管11の間を通り揚水された槽内水は、その一部が戻り堰16より処理水槽8へ戻り、残りが計量堰15を介して嫌気濾床槽6へ返送される。槽内水の返送量は、前記戻り堰16の高さを調整することにより行われ、余剰水は戻り堰16より越流させ揚水した槽へ戻している。槽内水を過剰に揚水するのは、必要水量のみ揚水しようとすると、外管13と内管11の間をかなり狭くする必要があり、実質そのような狭い隙間を通して揚水すると、汚泥などにより隙間が簡単に閉塞し、安定した揚水を行えないためである。
【0004】
【発明が解決しようとする課題】
しかしながら、図3に示す汚水浄化槽1にあっては、揚水した槽内水の全量を返送せず、流量調整をした後に返送するため、流量調整を行う部分(具体的には計量堰15及び戻り堰16)に汚泥等が付着してしまい、長時間返送している間に返送量が徐々に初期設定から変化するとの課題があった。更には、外管13と内管11の間をある程度広くしても、汚泥の付着を完全に阻止することは不可能であり、閉塞こそしないものの、揚水量が徐々に変化してしまう課題もある。
【0005】
本発明は、前述した課題に鑑みなされたものであり、揚水した槽内水の全量を返送することにより、流量調整を行う分配計量装置10等を使用せず、エアリフトポンプ内の汚泥を剥離させる洗浄をも可能な汚水浄化槽を提供することを目的としている。
【0006】
【課題を解決するための手段】
本発明の第1は、図1及び図2に示すように、槽内を仕切壁17、18、19、20にて仕切り、上流側から嫌気濾床槽21、21、好気濾床槽22、処理水槽23及び消毒槽24の順に配列してなり、前記好気濾床槽22又は前記処理水槽23の槽内水を前記嫌気濾床槽21へ移送する為のエアリフトポンプ25と、該エアリフトポンプ25に接続された移行管36を有した汚水浄化槽1において、前記エアリフトポンプ25の吸込口に絞り部26を設けると共に、前記エアリフトポンプ25の空気吐出を行う内管27より下部の側壁に洗浄用空気管29を接続し、該洗浄用空気管29から前記内管27より吐出される単位時間当りの空気量より多い空気量を間欠的に吐出することを特徴とする。
【0007】
また、本発明の第2は、内官27の機能を洗浄用空気管29の機能に兼用させるためのもので、槽内を仕切壁にて仕切り、上流側から嫌気濾床槽、好気濾床槽、処理水槽及び消毒槽の順に配列してなり、前記好気濾床槽又は前記処理水槽の槽内水を前記嫌気濾床槽へ移送する為のエアリフトポンプと、該エアリフトポンプに接続された移行管を有した汚水浄化槽において、前記エアリフトポンプの吸込口に絞り部を設けると共に、前記エアリフトポンプの側壁に空気管を接続し、この空気管の取付位置をエアリフトポンプ全体が洗浄可能な前記絞り部付近と、空気管からの空気を強弱交互に吐出させる汚水浄化槽である。
【0009】
【発明の実施の形態】
エアリフトポンプの揚水量は、吸込口を設置する深さ、管径、揚程(水面からの揚水高さ)及び空気量にて決定されるが、本発明にて必要とする揚水量は極めて少ない量であるために、安定した揚水を行うためには必要以上の揚水を行う必要がある。そのために、本発明では、エアリフトポンプ25自体には過剰の揚水能力を持たせ、吸込口に絞り部26を設けることにより、揚水量を減少させ、安定して目標水量のみ揚水することを可能としている。
【0010】
内管27と外管28の間に付着する汚泥は、エアリフトポンプ25の側壁に接続した洗浄用空気管29より噴出される空気37及び内管27から噴出される空気により洗浄される。即ち、通常運転時においては、内管27から空気が噴出されてのみであるが、エアリフトポンプ25の洗浄時においては、洗浄用空気管29からも空気を吐出させることにより、内管27及び外管28の間に通常運転時よりも多い空気を通し、汚泥を剥離させるものである。また、別の方法として、一旦内管27からの空気吐出を停止し、その後内管27より噴出される単位時間当りの空気量(以下単に空気量という)よりも多い空気量を洗浄用空気管29より吐出させても良い。洗浄用空気管29に空気37を通す時間の間隔は、任意に設定されるものであるが、通常1回/日程度の頻度で10分前後行えば、充分に汚泥の剥離を行うことができる。洗浄用空気管29の接続位置は、内管27の最下部よりも下側であれば、特に限定されるものでなく、図1に示すように絞り部26と内管27の最下部との間でも、図6に示すように絞り部26の下側でも良い。
【0011】
本発明に用いられる洗浄用空気管29は、内管に相当する内管、洗浄用空気管の共管39にて代用可能であり(図7(a)参照)、逆に内管27は洗浄用空気管29にて代用可能(図7(b)参照)なものである。但し、前述したように1本の管にて兼用する場合には、吐出する空気量を、所定時間の間(エアリフトポンプ25の洗浄を行う間)通常時よりも多くする必要がある。更に、洗浄用空気管29に内管27の機能を兼用させる場合には、洗浄用空気管29の取付け位置を、絞り部26付近とすることが好ましい。これはエアリフトポンプ25全体の洗浄を行う為である。
【0012】
【実施例】
以下、図面を用いて本発明の実施例を説明する。図2は、本発明の1実施例を示す汚水浄化槽1の縦断面図であり、槽内を仕切壁17、18、19及び20にて仕切り、上流側から嫌気濾床槽21、21、好気濾床槽22、処理水槽23及び消毒槽24を配列している。前記嫌気濾床槽21、21には、濾床30が設けられ、嫌気性微生物による嫌気処理及び大型固形物の除去を行っている。前記好気濾床槽22には、微生物付着体31が設けられ、好気性微生物による好気処理が行われる。前記処理水槽23には、図1に示すエアリフトポンプ25が設けられ、槽内水の一部を嫌気濾床槽21へ返送可能としている。
【0013】
汚水の流れを説明すると、流入口32から流入した汚水33は、嫌気濾床槽21に流入し、嫌気処理を行った後に、好気濾床槽22へ移流する。好気濾床槽22にて好気処理を終えた汚水は、処理水槽23にて固液分離を行い、その後その殆どが消毒槽24にて消毒後、流出口35から処理水34として放流される。処理水槽23の槽内水の一部は、図1に示すエアリフトポンプ25により揚水され、移行管36を介して嫌気濾床槽21へ返送される。
【0014】
エアリフトポンプ25について、図1を使用し詳細に説明すると、通常運転時においては、内管27より吐出される空気により、汚水が絞り部から吸い込まれ、内管27と外管28の間を介して移行管36へと流入する。内管27と外管28の間を洗浄する場合には、一旦内管27からの空気吐出を終了し、エアリフトポンプ25に接続された洗浄用空気管29より、内管27から吐出する空気量より多い空気量にて空気を吐出し、付着した汚泥を剥離させる。
【0015】
本発明のエアリフトポンプ25の洗浄効果を確認する為に以下に述べる実験を行った。その全体構造を図1に示すエアリフトポンプ25となし、外管28の直径を30mm、内管27の直径を13mm、絞り部26の開口直径を10mm、内管27への空気供給を平均約6リットル/分、洗浄用空気管29への空気供給を約15リットル/分として、5人用の汚水浄化槽1(図2参照)に設置した。処理水槽23から嫌気濾床槽21への返送量は、目標を汚水浄化槽1への流入汚水量の4倍(循環比4)となし、管理範囲を循環比3〜5と設定した。洗浄用空気管への空気供給は、1回/日にて10分間行った。
【0016】
エアリフトポンプ25の洗浄を行った場合と、行わなかった場合の返送量変化は、図5に示すようになり、洗浄を行った場合には、90日程度まで返送量が減少し、管理範囲内で安定したものとなったが、洗浄を行わない場合には、120日を経過した時点でも返送量が減少しており、管理範囲外の返送量となってしまった。
【0017】
【発明の効果】
本発明においては、絞り部を設けたことより、揚水する全ての水を返送可能となし、分配計量装置等の流量調整を不要としている。更に、洗浄用空気管を取り付けるか、内管と洗浄用空気管を兼用させることにより、長期的に安定した返送を行うことが可能となった。
【図面の簡単な説明】
【図1】本発明に用いるエアリフトポンプを示す縦断面図である。
【図2】本発明の実施例を示す汚水浄化槽の縦断面図である。
【図3】従来の汚水浄化槽を示す縦断面図である。
【図4】従来の汚水浄化槽用いる分配計量装置の斜視図である。
【図5】返送量の径日変化を示すグラフである。
【図6】本発明に用いるエアリフトポンプを示す縦断面図である。
【図7】本発明に用いるエアリフトポンプを示す縦断面図であり、(a)は、内管、洗浄用空気管の共用管を使用したものであり、(b)は、内管を取り除き洗浄用空気管を接続したものである。
【符号の説明】
1.汚水浄化槽 2.仕切壁 3.仕切壁 4.仕切壁 5.仕切壁 6.嫌気濾床槽 7.好気濾床槽 8.処理水槽 9.消毒槽 10.分配計量装置 11.内管 12.空気 13.外管 14.槽内水 15.計量堰 16.戻り堰 17.仕切壁 18.仕切壁 19.仕切壁 20.仕切壁 21.嫌気濾床槽 22.好気濾床槽 23.処理水槽 24.消毒槽 25.エアリフトポンプ 26.絞り部 27.内管 28.外管 29.洗浄用空気管 30.濾床 31.微生物付着体 32.流入口 33.汚水 34.処理水 35.流出口 36.移行管 37.空気 38.槽内水 39.内管、洗浄用空気管の共管
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a sewage septic tank used for purifying human wastewater and domestic wastewater.
[0002]
[Prior art]
A conventional sewage septic tank will be described with reference to FIG. 3. The sewage septic tank 1 is partitioned by partition walls 2, 3, 4, and 5, and anaerobic filter bed tanks 6, 6, aerobic from the upstream side. The filter bed tank 7, the treated water tank 8, and the disinfection tank 9 are arranged in this order. The treated water tank 8 is provided with an outer pipe 13 and an inner pipe 11 shown in FIG. 4, and by discharging air 12 through the inner pipe 11, the water in the treated water tank 8 passes through the distribution metering device 10. It is returned to the anaerobic filter bed tank 6. Such return is performed in order to stabilize the quality of the treated water and to remove nitrogen components from the treated water.
[0003]
The distribution metering device 10 will be described in detail. A part of the water in the tank pumped through the outer pipe 13 and the inner pipe 11 returns to the treated water tank 8 from the return weir 16 and the rest passes the measuring weir 15. And returned to the anaerobic filter bed tank 6. The amount of water returned in the tank is adjusted by adjusting the height of the return weir 16, and excess water is overflowed from the return weir 16 and returned to the pumped water tank. The excessive pumping of the water in the tank requires that the space between the outer pipe 13 and the inner pipe 11 be considerably narrowed when only the necessary amount of water is to be pumped. This is because they are easily clogged and stable pumping cannot be performed.
[0004]
[Problems to be solved by the invention]
However, in the sewage septic tank 1 shown in FIG. 3, the entire amount of the pumped water is not returned, but is returned after the flow rate is adjusted. There was a problem that sludge and the like adhered to the weir 16) and the return amount gradually changed from the initial setting while returning for a long time. Furthermore, even if the space between the outer pipe 13 and the inner pipe 11 is widened to some extent, it is impossible to completely prevent the sludge from adhering, and although there is no blockage, there is a problem that the pumping amount gradually changes. is there.
[0005]
The present invention has been made in view of the above-described problems, and returns sludge in the air lift pump without using the distribution metering device 10 that adjusts the flow rate by returning the entire amount of the pumped tank water. The object is to provide a septic tank that can be washed.
[0006]
[Means for Solving the Problems]
1 and 2, the inside of the tank is partitioned by partition walls 17, 18, 19, and 20, and the anaerobic filter bed tanks 21 and 21 and the aerobic filter bed tank 22 from the upstream side. An air lift pump 25 for transferring the aerobic filter bed tank 22 or the water in the treated water tank 23 to the anaerobic filter bed tank 21; In the sewage septic tank 1 having a transition pipe 36 connected to the pump 25, a throttle part 26 is provided at the suction port of the air lift pump 25 and the side wall below the inner pipe 27 that discharges air from the air lift pump 25 is washed. An air pipe 29 is connected, and an air quantity larger than the air quantity per unit time discharged from the inner pipe 27 is intermittently discharged from the cleaning air pipe 29.
[0007]
The second aspect of the present invention is to share the function of the internal officer 27 with the function of the cleaning air pipe 29. The inside of the tank is partitioned by a partition wall, and the anaerobic filter bed tank and the aerobic filter from the upstream side. It is arranged in the order of a floor tank, a treated water tank, and a disinfection tank, and is connected to the air lift pump for transferring the aerobic filter bed tank or the water in the treated water tank to the anaerobic filter bed tank. In the sewage septic tank having a transition pipe, a throttle portion is provided at the suction port of the air lift pump, and an air pipe is connected to a side wall of the air lift pump, and the mounting position of the air pipe can be cleaned by the entire air lift pump. near the and with throttle portion is a septic tank for discharging air from the air tube strength alternately.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
The pumping amount of the air lift pump is determined by the depth, pipe diameter, lifting head (pumping height from the water surface) and the amount of air, and the amount of pumping required in the present invention is extremely small. Therefore, it is necessary to pump more than necessary to perform stable pumping. Therefore, in the present invention, the air lift pump 25 itself has an excessive pumping capacity, and the throttle part 26 is provided at the suction port, so that the pumped amount can be reduced and only the target water volume can be pumped stably. Yes.
[0010]
The sludge adhering between the inner pipe 27 and the outer pipe 28 is cleaned by the air 37 ejected from the cleaning air pipe 29 connected to the side wall of the air lift pump 25 and the air ejected from the inner pipe 27. That is, during normal operation, air is only ejected from the inner pipe 27, but when the air lift pump 25 is cleaned, air is also discharged from the cleaning air pipe 29, so that the inner pipe 27 and the outer pipe 27 are discharged. More air than normal operation is passed between the pipes 28 to separate the sludge. As another method, the discharge of air from the inner pipe 27 is stopped once, and then an air quantity larger than the air quantity per unit time (hereinafter simply referred to as air quantity) ejected from the inner pipe 27 is used for the cleaning air pipe. 29 may be discharged. The time interval for passing the air 37 through the cleaning air pipe 29 is arbitrarily set. However, the sludge can be sufficiently peeled off if it is performed at a frequency of about once / day for about 10 minutes. . The connection position of the cleaning air pipe 29 is not particularly limited as long as it is below the lowermost part of the inner pipe 27. As shown in FIG. 1, the connection between the throttle part 26 and the lowermost part of the inner pipe 27 is not limited. Alternatively, it may be under the diaphragm 26 as shown in FIG.
[0011]
The cleaning air pipe 29 used in the present invention can be replaced with an inner pipe corresponding to the inner pipe and a common pipe 39 of the cleaning air pipe (see FIG. 7A). Conversely, the inner pipe 27 is used for cleaning. The air pipe 29 can be substituted (see FIG. 7B). However, as described above, when a single pipe is also used, it is necessary to increase the amount of air to be discharged for a predetermined time (while the air lift pump 25 is being cleaned) compared to the normal time. Further, when the cleaning air pipe 29 is also used as the function of the inner pipe 27, it is preferable that the mounting position of the cleaning air pipe 29 is in the vicinity of the throttle portion 26. This is because the entire air lift pump 25 is cleaned.
[0012]
【Example】
Embodiments of the present invention will be described below with reference to the drawings. FIG. 2 is a longitudinal sectional view of the sewage purification tank 1 showing an embodiment of the present invention. The inside of the tank is partitioned by partition walls 17, 18, 19 and 20, and the anaerobic filter bed tanks 21, 21 and the like are arranged from the upstream side. An air filtration bed tank 22, a treated water tank 23, and a disinfection tank 24 are arranged. The anaerobic filter bed tanks 21 and 21 are provided with a filter bed 30 for anaerobic treatment with anaerobic microorganisms and removal of large solids. The aerobic filter bed 22 is provided with a microorganism adherent 31 for aerobic treatment with aerobic microorganisms. The treated water tank 23 is provided with an air lift pump 25 shown in FIG. 1 so that a part of the water in the tank can be returned to the anaerobic filter bed tank 21.
[0013]
Explaining the flow of sewage, the sewage 33 flowing in from the inflow port 32 flows into the anaerobic filter bed tank 21 and after anaerobic treatment, is transferred to the aerobic filter bed tank 22. The sewage that has undergone the aerobic treatment in the aerobic filter bed tank 22 is subjected to solid-liquid separation in the treatment water tank 23, and then most of the sewage is discharged as treated water 34 from the outlet 35 after being disinfected in the disinfection tank 24. The A part of the water in the treated water tank 23 is pumped by the air lift pump 25 shown in FIG. 1 and returned to the anaerobic filter bed tank 21 through the transition pipe 36.
[0014]
The air lift pump 25 will be described in detail with reference to FIG. 1. During normal operation, sewage is sucked from the throttle portion by the air discharged from the inner pipe 27 and passes between the inner pipe 27 and the outer pipe 28. Flow into the transition pipe 36. When cleaning between the inner tube 27 and the outer tube 28, the air discharge from the inner tube 27 is once terminated, and the amount of air discharged from the inner tube 27 from the cleaning air tube 29 connected to the air lift pump 25. Air is discharged with a larger amount of air, and the attached sludge is peeled off.
[0015]
In order to confirm the cleaning effect of the air lift pump 25 of the present invention, the following experiment was conducted. The overall structure is the same as the air lift pump 25 shown in FIG. 1, the diameter of the outer tube 28 is 30 mm, the diameter of the inner tube 27 is 13 mm, the opening diameter of the throttle 26 is 10 mm, and the air supply to the inner tube 27 is about 6 on average. The air supply to the cleaning air pipe 29 was about 15 liters / minute and was installed in the sewage septic tank 1 (see FIG. 2) for 5 persons. The amount of return from the treated water tank 23 to the anaerobic filter bed tank 21 was set to 4 times the amount of sewage flowing into the sewage purification tank 1 (circulation ratio 4), and the management range was set to 3 to 5 circulation ratios. Air supply to the cleaning air tube was performed once / day for 10 minutes.
[0016]
When the air lift pump 25 is cleaned and when it is not returned, the return amount changes as shown in FIG. 5. When the cleaning is performed, the return amount decreases until about 90 days, and is within the management range. However, when cleaning was not performed, the return amount decreased even after 120 days, and the return amount was out of the management range.
[0017]
【The invention's effect】
In the present invention, since the throttle portion is provided, all the water to be pumped can be returned, and the flow rate adjustment of the distribution metering device or the like is not necessary. Furthermore, it becomes possible to perform stable return over a long period of time by attaching a cleaning air pipe or by using both the inner pipe and the cleaning air pipe.
[Brief description of the drawings]
FIG. 1 is a longitudinal sectional view showing an air lift pump used in the present invention.
FIG. 2 is a longitudinal sectional view of a sewage septic tank showing an embodiment of the present invention.
FIG. 3 is a longitudinal sectional view showing a conventional sewage septic tank.
FIG. 4 is a perspective view of a distribution metering device using a conventional sewage septic tank.
FIG. 5 is a graph showing the daily change of the return amount.
FIG. 6 is a longitudinal sectional view showing an air lift pump used in the present invention.
FIG. 7 is a longitudinal sectional view showing an air lift pump used in the present invention, (a) using a common pipe for an inner pipe and a cleaning air pipe, and (b) for cleaning by removing the inner pipe. This is a connection of an air pipe for use.
[Explanation of symbols]
1. Wastewater septic tank Partition wall Partition wall 4. Partition wall 5. Partition wall 6. Anaerobic filter bed 7. Aerobic filter bed 8. 8. Treated water tank Disinfection tank 10. 10. Dispensing metering device Inner pipe 12. Air 13. Outer tube 14. Tank water 15. Weighing weir 16. Return weir 17. Partition wall 18. Partition wall 19. Partition wall 20. Partition wall 21. Anaerobic filter bed 22. Aerobic filter bed 23. Treated water tank 24. Disinfection tank 25. Air lift pump 26. Diaphragm part 27. Inner pipe 28. Outer tube 29. Air tube for cleaning 30. Filter bed 31. Microbial adherent 32. Inlet 33. Wastewater 34. Treated water 35. Outlet 36. Transition tube 37. Air 38. Water in tank 39. Inner pipe, joint pipe for cleaning air pipe

Claims (2)

槽内を仕切壁にて仕切り、上流側から嫌気濾床槽、好気濾床槽、処理水槽及び消毒槽の順に配列してなり、前記好気濾床槽又は前記処理水槽の槽内水を前記嫌気濾床槽へ移送する為のエアリフトポンプと、該エアリフトポンプに接続された移行管を有した汚水浄化槽において、前記エアリフトポンプの吸込口に絞り部を設けると共に、前記エアリフトポンプの空気吐出を行う内管より下部の側壁に洗浄用空気管を接続し、該洗浄用空気管から間欠的に空気を吐出することを特徴とする汚水浄化槽。  The inside of the tank is partitioned by a partition wall, and an anaerobic filter bed tank, an aerobic filter bed tank, a treated water tank and a disinfecting tank are arranged in this order from the upstream side, and the water in the tank of the aerobic filter bed tank or the treated water tank is In the sewage purification tank having an air lift pump for transferring to the anaerobic filter bed tank and a transition pipe connected to the air lift pump, a throttle portion is provided at the suction port of the air lift pump, and air discharge of the air lift pump is performed. A sewage septic tank, wherein a cleaning air pipe is connected to a side wall below the inner pipe to be performed, and air is intermittently discharged from the cleaning air pipe. 槽内を仕切壁にて仕切り、上流側から嫌気濾床槽、好気濾床槽、処理水槽及び消毒槽の順に配列してなり、前記好気濾床槽又は前記処理水槽の槽内水を前記嫌気濾床槽へ移送する為のエアリフトポンプと、該エアリフトポンプに接続された移行管を有した汚水浄化槽において、前記エアリフトポンプの吸込口に絞り部を設けると共に、前記エアリフトポンプの側壁に空気管を接続し、この空気管の取付位置をエアリフトポンプ全体が洗浄可能な前記絞り部付近と、空気管からの空気を強弱交互に吐出させる汚水浄化槽。The inside of the tank is partitioned by a partition wall, and an anaerobic filter bed tank, an aerobic filter bed tank, a treated water tank and a disinfecting tank are arranged in this order from the upstream side, and the water in the aerobic filter bed tank or the treated water tank is In the sewage purification tank having an air lift pump for transferring to the anaerobic filter bed tank and a transition pipe connected to the air lift pump, a throttle portion is provided at the suction port of the air lift pump, and air is provided on the side wall of the air lift pump. the tube was attached, dirty water septic tank the entire air lift pump the mounting position of the air tube and near with the narrowed portion washable to eject air from the air tube strength alternately.
JP15670397A 1997-06-13 1997-06-13 Wastewater septic tank Expired - Fee Related JP3791639B2 (en)

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JP15670397A JP3791639B2 (en) 1997-06-13 1997-06-13 Wastewater septic tank

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JP15670397A JP3791639B2 (en) 1997-06-13 1997-06-13 Wastewater septic tank

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JPH11676A JPH11676A (en) 1999-01-06
JP3791639B2 true JP3791639B2 (en) 2006-06-28

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JP15670397A Expired - Fee Related JP3791639B2 (en) 1997-06-13 1997-06-13 Wastewater septic tank

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009214096A (en) * 2008-02-15 2009-09-24 Keizaburo Tozawa Pumping device
KR101036500B1 (en) 2011-02-28 2011-05-24 (주) 경화엔지니어링 Gas Purification and Discharge Device for Sewage, Wastewater and Leachate Treatment Plant
CN103936224B (en) * 2014-03-20 2015-07-15 宁波创蓝环境科技有限公司 Intelligent sewage treatment equipment and its treatment method

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