JP3122010B2 - Microorganism-immobilized carrier floating sewage treatment equipment - Google Patents
Microorganism-immobilized carrier floating sewage treatment equipmentInfo
- Publication number
- JP3122010B2 JP3122010B2 JP07146960A JP14696095A JP3122010B2 JP 3122010 B2 JP3122010 B2 JP 3122010B2 JP 07146960 A JP07146960 A JP 07146960A JP 14696095 A JP14696095 A JP 14696095A JP 3122010 B2 JP3122010 B2 JP 3122010B2
- Authority
- JP
- Japan
- Prior art keywords
- carrier
- sewage treatment
- water
- tank
- microorganism
- 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 - Fee Related
Links
- 239000010865 sewage Substances 0.000 title claims description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 46
- 238000005273 aeration Methods 0.000 claims description 6
- 238000005276 aerator Methods 0.000 claims description 6
- 244000005700 microbiome Species 0.000 claims description 5
- 238000003756 stirring Methods 0.000 claims description 4
- 230000002353 algacidal effect Effects 0.000 claims description 3
- 230000001954 sterilising effect Effects 0.000 claims description 3
- 239000000126 substance Substances 0.000 claims description 2
- 238000000034 method Methods 0.000 description 19
- 239000012530 fluid Substances 0.000 description 4
- 239000010802 sludge Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000005192 partition Methods 0.000 description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 2
- 239000000969 carrier Substances 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 239000010949 copper Substances 0.000 description 2
- 229910052802 copper Inorganic materials 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- -1 polypropylene Polymers 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 238000005406 washing Methods 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 1
- 239000002202 Polyethylene glycol Substances 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 229920005830 Polyurethane Foam Polymers 0.000 description 1
- 239000004372 Polyvinyl alcohol Substances 0.000 description 1
- GWEVSGVZZGPLCZ-UHFFFAOYSA-N Titan oxide Chemical compound O=[Ti]=O GWEVSGVZZGPLCZ-UHFFFAOYSA-N 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000000844 anti-bacterial effect Effects 0.000 description 1
- 239000012876 carrier material Substances 0.000 description 1
- 239000001913 cellulose Substances 0.000 description 1
- 229920002678 cellulose Polymers 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 239000010800 human waste Substances 0.000 description 1
- 230000003100 immobilizing effect Effects 0.000 description 1
- 239000010842 industrial wastewater Substances 0.000 description 1
- 239000008235 industrial water Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000000813 microbial effect Effects 0.000 description 1
- 230000003287 optical effect Effects 0.000 description 1
- 238000007747 plating Methods 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920001223 polyethylene glycol Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 239000011496 polyurethane foam Substances 0.000 description 1
- 229920002451 polyvinyl alcohol Polymers 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000004065 semiconductor Substances 0.000 description 1
- 239000010936 titanium Substances 0.000 description 1
- OGIDPMRJRNCKJF-UHFFFAOYSA-N titanium oxide Inorganic materials [Ti]=O OGIDPMRJRNCKJF-UHFFFAOYSA-N 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)
Description
【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION
【0001】[0001]
【産業上の利用分野】本発明は、汚水処理装置に係り、
特に、下水、し尿、産業廃水などの有機性汚水を浮遊生
物固定化担体を利用して生物学的に処理する汚水処理装
置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a sewage treatment apparatus,
In particular, the present invention relates to a sewage treatment apparatus for biologically treating organic sewage such as sewage, human waste, and industrial wastewater using a floating organism-immobilized carrier.
【0002】[0002]
【従来の技術】近年、活性汚泥法、生物膜法、固定化微
生物法などの普及が著しいが、土地利用の効率化が叫ば
れる国内においては、より省面積で処理が可能な高性能
汚水処理装置の開発が急務である。この中で、特に微生
物固定化担体を利用する汚水処理装置は、担体素材の性
能向上と相まって注目を集めている。従来から、本発明
者らは、固定化担体を利用した生物学的汚水処理装置の
開発を行って来たが、その開発過程で次のような技術的
課題に遭遇した。すなわち、固定化担体が被処理水と共
に生物反応槽を流下する結果、末端部の担体濃度が高く
なり、それに伴って流出部のスクリーン状の担体分離部
にスカムが付着し、生物反応槽の水位が上昇し、間欠的
に工業用水等を用いて担体分離部を清掃することが必要
となっていた。このことは担体の均一保持ができないこ
とによる処理性能低下に加え、処理水排水部分の閉塞と
いう結果を生じ問題となっていた。2. Description of the Related Art In recent years, the activated sludge method, biofilm method, immobilized microbial method and the like have been remarkably widespread. The development of equipment is urgent. Among them, a sewage treatment apparatus using a microorganism-immobilized carrier has attracted attention, particularly in conjunction with the improvement of the performance of the carrier material. Heretofore, the present inventors have developed a biological sewage treatment apparatus using an immobilized carrier, but encountered the following technical problems in the development process. That is, as a result of the immobilized carrier flowing down in the biological reaction tank together with the water to be treated, the carrier concentration at the end increases, and scum adheres to the screen-like carrier separation part in the outflow part, and the water level in the biological reaction tank increases. And it has become necessary to intermittently clean the carrier separation section using industrial water or the like. This causes a problem in that the treatment performance is reduced due to the inability to uniformly hold the carrier, and the treated water drainage is blocked.
【0003】[0003]
【発明が解決しようとする課題】本発明は、上記した問
題点を解消し、担体を確実に槽内に保持すると共に、処
理水流出部でのスクリーン等へのスカム付着による反応
槽内の水位上昇を防ぎ、スカム除去の手間を軽減できる
集水装置を備えた汚水処理装置を提供することを課題と
する。DISCLOSURE OF THE INVENTION The present invention solves the above-mentioned problems, ensures that the carrier is held in the tank, and that the water level in the reaction tank due to scum adhering to a screen or the like at the treated water outlet. It is an object of the present invention to provide a sewage treatment apparatus provided with a water collecting device capable of preventing the rise and reducing the trouble of removing the scum.
【0004】[0004]
【課題を解決するための手段】上記課題を解決するため
に、本発明では、微生物を固定化した担体を浮遊状態で
保持するための、曝気と攪拌を行う水中エアレータを内
部に備えた、平面形状が四角形の処理槽を有する汚水処
理装置において、前記担体の流出を阻止する円筒状スク
リーンで覆われた内部に一定間隔で集水孔を有するパイ
プを配設した集水装置を、前記処理槽内の出口部から中
心部に向かって略水平に突出させて複数個を平行に配備
したことを特徴とする微生物固定化担体浮遊式汚水処理
装置としたものである。前記において、集水装置の円筒
状スクリーンは、該スクリーンの部材表面を殺菌、殺藻
効果を有する物質で被覆するのがよい。すなわち、該円
筒状スクリーンの材質を、SS又はSUSに銅メッキや
光半導体(酸化チタン等のTi化合物)でのコーティン
グを施すと、殺菌効果が期待でき、スクリーンに付着す
るスカムが極力低減でき、しかも付着した場合は容易に
剥離できる利点も有しており好ましい。According to the present invention, there is provided an underwater aerator for aeration and stirring for holding a carrier having microorganisms immobilized thereon in a floating state .
A sewage treatment apparatus having a treatment tank having a rectangular shape in a plan view , provided with pipes having water collection holes at regular intervals inside covered with a cylindrical screen for preventing the carrier from flowing out. A microorganism-immobilized carrier-floating type sewage treatment apparatus, wherein a plurality of apparatuses are arranged in parallel so as to project substantially horizontally from an outlet portion in the treatment tank toward a center part. In the above, the surface of the cylindrical screen of the water collecting device is preferably coated with a substance having a sterilizing and algicidal effect. That is, when the material of the cylindrical screen is coated with copper plating or an optical semiconductor (Ti compound such as titanium oxide) on SS or SUS, a sterilizing effect can be expected, and scum attached to the screen can be reduced as much as possible. In addition, when they adhere, they have an advantage that they can be easily peeled off, which is preferable.
【0005】集水装置は、従来は処理槽の出口部に設置
していたため、集水装置へのスカム付着は水流の影響を
直接受けていたが、本発明では出口部から中心部に向っ
て複数個の集水装置を設置するため、水流によりスカム
が担体分離部へ集中しにくくなる。また、パイプの槽内
端は閉止されていても、孔があっても良い。なお、複数
設置時の集水装置の配列は、槽内流に平行でも良いし、
横断的に配列しても良く、槽の形状、流入水量等により
適宜選定すれば良い。また、上記装置は、無酸素工程、
好気工程、沈殿工程を順次連結し、好気工程流出水を無
酸素工程へ循環し、沈殿工程の沈殿汚泥を無酸素工程へ
返送する循環式硝化脱窒素法又は、更に無酸素工程の前
に嫌気工程を設け、沈殿工程の沈殿汚泥を嫌気工程へ返
送する、脱窒素・脱りん活性汚泥法における好気工程に
好ましく適用することができる。勿論、嫌気工程、無酸
素工程においても本装置を適用することができる。Conventionally, the water collecting device was installed at the outlet of the treatment tank, so that the scum adhered to the water collecting device was directly affected by the water flow. However, in the present invention, the water collecting device is directed from the outlet toward the center. Since a plurality of water collecting devices are installed, it is difficult for the scum to concentrate on the carrier separating portion due to the water flow . Also, even intracisternal end of the pipe is closed, there may be holes. In addition, the arrangement of the water collecting devices at the time of multiple installation may be parallel to the flow in the tank,
They may be arranged transversely, and may be appropriately selected depending on the shape of the tank, the amount of inflow water, and the like. In addition, the above-described device is an anoxic process,
The aerobic process and the sedimentation process are connected sequentially, the aerobic process effluent is circulated to the anoxic process, and the settling sludge of the sedimentation process is returned to the anoxic process. The method is preferably applied to an aerobic step in a denitrification / dephosphorization activated sludge method in which an anaerobic step is provided and the settled sludge in the settling step is returned to the anaerobic step. Of course, the present apparatus can be applied to the anaerobic process and the oxygen-free process.
【0006】また、既存の曝気槽に担体を用いて既設の
能力改善をはかるような場合にも、容易に本装置の円筒
状スクリーンを曝気槽の出口あるいは入口と出口に設置
することができ、本発明の装置としての効果を達成でき
る。本発明に使用する固定化担体としては、砂、活性
炭、ポリウレタンフォーム、ポリビニルアルコール、ポ
リプロピレン、ポリエチレン、ポリエチレングリコー
ル、セルロースなどの流動性担体があるが、本発明は、
これらの担体に適用を限定するものではない。なお担体
への微生物固定化手段としては、付着固定化法が一般的
であるが、包括固定化法も適用可能である。[0006] In addition, even in the case where the existing capacity is to be improved by using a carrier in an existing aeration tank, the cylindrical screen of the present apparatus can be easily installed at the outlet or the inlet and the outlet of the aeration tank. The effect as the device of the present invention can be achieved. As the immobilization carrier used in the present invention, sand, activated carbon, polyurethane foam, polyvinyl alcohol, polypropylene, polyethylene, polyethylene glycol, a fluid carrier such as cellulose, the present invention,
The application is not limited to these carriers. As a method for immobilizing microorganisms on a carrier, an adhesion immobilization method is generally used, but an inclusive immobilization method is also applicable.
【0007】[0007]
【作用】本発明によれば、集水装置が円筒状スクリーン
で覆われたパイプを用いているため、流出箇所が分散さ
れるため槽内流による担体の偏在が起こりにくく、容易
に担体の均一分散を維持できる。また、スカムの集中も
起きにくく流出部の閉塞を起こし難い。さらに殺菌、殺
藻効果を付加すれば、付着微生物の発生による閉塞も回
避できる。また、好気槽の場合、担体を分離するスクリ
ーン部下面に直接上昇した気泡を受ける。即ちスクリー
ン面積当りに受ける気泡量が流出口側のみにスクリーン
を設置した場合と比べて多くなりより高い空気洗浄効果
が期待できる。According to the present invention, since the water collecting device uses a pipe covered with a cylindrical screen, the outflow point is dispersed, so that uneven distribution of the carrier due to the flow in the tank does not easily occur and the uniformity of the carrier can be easily achieved. Dispersion can be maintained. In addition, concentration of scum hardly occurs and blockage of the outflow portion hardly occurs. Further, by adding a bactericidal or algicidal effect, blockage due to generation of attached microorganisms can be avoided. Further, in the case of the aerobic tank, the air bubbles directly rise on the lower surface of the screen part for separating the carrier. That is, the amount of bubbles received per screen area is larger than when the screen is provided only on the outlet side, and a higher air cleaning effect can be expected.
【0008】[0008]
【実施例】以下、本発明を図面を用いて具体的に説明す
るが、本発明はこれに限定されるものではない。 実施例1 図1は、本発明の汚水処理装置を汚水の好気処理槽に用
いた平面図を示し、図2は図1の縦断面図である。図1
及び図2において、1a、1bは好気槽、2は微生物固
定化担体、3は水中エアレータ、4はブロワ、5は空気
管、6は集水装置、7は原水の流入管、8は処理水の流
出管であり、10は循環液ポンプ、11は循環液管、1
2は仕切壁を示す。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described specifically with reference to the drawings, but the present invention is not limited thereto. Example 1 FIG. 1 shows a plan view in which a sewage treatment apparatus of the present invention is used for an aerobic treatment tank for sewage, and FIG. 2 is a longitudinal sectional view of FIG. FIG.
And in FIG. 2, 1a and 1b are aerobic tanks, 2 is a microorganism-immobilized carrier, 3 is a submersible aerator, 4 is a blower, 5 is an air pipe, 6 is a water collecting device, 7 is an inlet pipe of raw water, and 8 is a treatment. A water outflow pipe, 10 is a circulating fluid pump, 11 is a circulating fluid pipe, 1
Reference numeral 2 denotes a partition wall.
【0009】このような装置において、原水は流入管7
から好気槽1aに流入し、水中エアレータ3での曝気と
攪拌により、微生物が固定化されている担体2が均一に
流動して原水を生物学的に処理する。好気槽1aで処理
された原水は集水装置6で集水されて仕切壁を通って好
気槽1bに導入される。好気槽1bでも水中エアレータ
3による曝気と攪拌により、均一に流動分散されている
微生物固定化担体により処理される。処理水は集水装置
6で集水されて流出管8により流出される。この例で
は、集水装置は処理槽1a、1bともに4つづつ設置さ
れているので、これらによって分散されて集水するた
め、担体の集積は生じない。In such an apparatus, the raw water is supplied to the inflow pipe 7.
The carrier 2 on which the microorganisms are immobilized flows uniformly by aeration and stirring in the underwater aerator 3 to biologically treat the raw water. Raw water treated in the aerobic tank 1a is collected by the water collecting device 6 and introduced into the aerobic tank 1b through a partition wall. The aerobic tank 1b is also treated with the microorganism-immobilized carrier that is uniformly fluidized and dispersed by aeration and stirring by the underwater aerator 3. The treated water is collected by the water collecting device 6 and discharged through the outflow pipe 8. In this example, since four water collecting devices are installed in each of the processing tanks 1a and 1b, the water is dispersed and collected by these, so that the accumulation of the carriers does not occur.
【0010】次に、集水装置6の詳細について説明す
る。図3に集水装置6の全体構成図を示し、図4に図3
のA−A断面図を示す。図3及び図4において、13は
円筒状スクリーンで、14は集水孔15を有するパイプ
である。そして、集水装置6は水面下に設置されてお
り、必要に応じて生物スカム剥離用の空洗管16をその
水面下に設置してもよい。外側の円筒状スクリーンは、
目幅が担体径より小さい1〜5mm程度がよく、材質は
SS又はSUSに銅メッキを施している。内部のパイプ
はSUS製で全周に集水孔15のキリあな(これは長
穴、即ちスリットでも良い)があいている。このような
構成としているので、集水装置は処理水だけがパイプの
全面から集水され、局所的に水圧がかからず担体が集積
されることもない。なお、図1及び図2において、1a
を嫌気槽の脱窒槽として1bを好気槽の硝化槽として硝
化槽の処理水をポンプ10で循環液管11を用いて脱窒
槽に循環すると循環式硝化脱窒素法を形成できる。Next, details of the water collecting device 6 will be described. FIG. 3 shows an overall configuration diagram of the water collecting device 6, and FIG.
FIG. 3 and 4, reference numeral 13 denotes a cylindrical screen, and reference numeral 14 denotes a pipe having a water collecting hole 15. The water collecting device 6 is installed below the water surface, and the empty washing tube 16 for removing biological scum may be installed below the water surface as needed. The outer cylindrical screen
The mesh width is preferably about 1 to 5 mm smaller than the carrier diameter, and the material is SS or SUS plated with copper. The inner pipe is made of SUS and has a hole (which may be an elongated hole, that is, a slit) of the water collecting hole 15 all around. With such a configuration, in the water collecting device, only the treated water is collected from the entire surface of the pipe, and the water pressure is not locally applied and the carrier is not accumulated. In FIGS. 1 and 2, 1a
Is used as a denitrification tank of an anaerobic tank, 1b is used as a nitrification tank of an aerobic tank, and the treated water of the nitrification tank is circulated to the denitrification tank using the circulating liquid pipe 11 by the pump 10 to form a circulating nitrification denitrification method.
【0011】[0011]
【発明の効果】本発明によれば、処理水の集水におい
て、担体の偏在が起こりにくく、スカム集中によるスク
リーンの閉塞も起きにくく、また、より高い空洗効果が
得られるので、腐蝕雰囲気の好気槽、嫌気槽にスクリー
ンの洗浄装置を具備する必要がなくなり、維持管理上の
作業が省略でき、初期コストも軽減できる。According to the present invention, in the collection of treated water, uneven distribution of the carrier is less likely to occur, the screen is less likely to be clogged due to scum concentration, and a higher emptying effect is obtained. It is not necessary to equip the aerobic tank and the anaerobic tank with a screen cleaning device, so that maintenance work can be omitted and the initial cost can be reduced.
【図1】本発明の汚水処理装置を示す平面図。FIG. 1 is a plan view showing a sewage treatment apparatus of the present invention.
【図2】図1の縦断面図。FIG. 2 is a longitudinal sectional view of FIG.
【図3】本発明で用いる集水装置の全体構成図。FIG. 3 is an overall configuration diagram of a water collecting device used in the present invention.
【図4】図3のA−A断面図。FIG. 4 is a sectional view taken along line AA of FIG. 3;
1a、1b:好気槽、2:担体、3:水中エアレータ、
4:ブロワ、5:空気管、6:集水装置、7:流入管、
8:流出管、9:空気風量計、10:循環液ポンプ、1
1:循環液管、12:仕切壁、13:円筒状スクリー
ン、14:パイプ、15:集水孔、16:空洗管、1
7:水面1a, 1b: aerobic tank, 2: carrier, 3: underwater aerator,
4: blower, 5: air pipe, 6: water collecting device, 7: inflow pipe,
8: Outflow pipe, 9: Air flow meter, 10: Circulating fluid pump, 1
1: circulating liquid pipe, 12: partition wall, 13: cylindrical screen, 14: pipe, 15: water collecting hole, 16: empty washing pipe, 1
7: Water surface
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭63−248499(JP,A) (58)調査した分野(Int.Cl.7,DB名) C02F 3/08 ZAB ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-63-248499 (JP, A) (58) Field surveyed (Int. Cl. 7 , DB name) C02F 3/08 ZAB
Claims (2)
持するための、曝気と攪拌を行う水中エアレータを内部
に備えた、平面形状が四角形の処理槽を有する汚水処理
装置において、前記担体の流出を阻止する円筒状スクリ
ーンで覆われた内部に一定間隔で集水孔を有するパイプ
を配設した集水装置を、前記処理槽内の出口部から中心
部に向かって略水平に突出させて複数個を平行に配備し
たことを特徴とする微生物固定化担体浮遊式汚水処理装
置。1. A submersible aerator for aeration and stirring for holding a carrier in which microorganisms are immobilized in a floating state.
A sewage treatment apparatus having a treatment tank having a rectangular shape in a plan view, wherein a pipe having water collection holes at regular intervals is disposed inside the cylindrical sewage treatment vessel, which is covered with a cylindrical screen for preventing the carrier from flowing out. A plurality of cells are arranged in parallel with each other so as to protrude substantially horizontally from an outlet portion in the treatment tank toward a central portion thereof.
スクリーンの部材表面を殺菌、殺藻効果を有する物質で
被覆することを特徴とする請求項1記載の微生物固定化
担体浮遊式汚水処理装置。2. The microorganism-immobilized carrier floating type sewage treatment according to claim 1, wherein the cylindrical screen of the water collecting device is coated with a substance having a sterilizing and algicidal effect on the surface of the screen member. apparatus.
Priority Applications (8)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP07146960A JP3122010B2 (en) | 1995-05-23 | 1995-05-23 | Microorganism-immobilized carrier floating sewage treatment equipment |
| DE69622890T DE69622890T2 (en) | 1995-05-23 | 1996-05-23 | SEPARATING DEVICE FOR BIOFILM CARRIERS AND WASTEWATER |
| CN96194474A CN1104385C (en) | 1995-05-23 | 1996-05-23 | Carrier separation and liquid collection device for waste liquid treatment equipment |
| EP96914408A EP0931767B1 (en) | 1995-05-23 | 1996-05-23 | Carrier-separating and water-collecting mechanism of wastewater treatment equipment |
| US08/952,610 US6015490A (en) | 1995-05-23 | 1996-05-23 | Carrier-separating and water-collecting mechanism of wastewater treatment equipment |
| KR1019970708311A KR19990021837A (en) | 1995-05-23 | 1996-05-23 | Carrier Separation Collector of Sewage Treatment System |
| CA 2221721 CA2221721A1 (en) | 1995-05-23 | 1996-05-23 | Carrier-separating and liquid-collecting mechanism for liquid-waste treatment apparatus |
| PCT/JP1996/001364 WO1996037443A1 (en) | 1995-05-23 | 1996-05-23 | Carrier-separating and water-collecting mechanism of wastewater treatment equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP07146960A JP3122010B2 (en) | 1995-05-23 | 1995-05-23 | Microorganism-immobilized carrier floating sewage treatment equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH08318289A JPH08318289A (en) | 1996-12-03 |
| JP3122010B2 true JP3122010B2 (en) | 2001-01-09 |
Family
ID=15419480
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP07146960A Expired - Fee Related JP3122010B2 (en) | 1995-05-23 | 1995-05-23 | Microorganism-immobilized carrier floating sewage treatment equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3122010B2 (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4582293B2 (en) * | 2004-03-29 | 2010-11-17 | 栗田工業株式会社 | Floating body outflow prevention member and water treatment device |
| JP5192011B2 (en) * | 2010-03-29 | 2013-05-08 | アサヒグループホールディングス株式会社 | Structure of drainage mechanism provided in upper lid of processing tank, structure of upper lid of processing tank, and processing tank |
| JP2012024650A (en) * | 2010-07-20 | 2012-02-09 | National Agriculture & Food Research Organization | Simultaneous removal system of organic matter, nitrogen, and phosphorus in wastewater using pearlite filling ventilation tank |
| JP6067371B2 (en) * | 2012-12-25 | 2017-01-25 | 水ing株式会社 | Method for forming water collecting holes of solid-liquid separator |
-
1995
- 1995-05-23 JP JP07146960A patent/JP3122010B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH08318289A (en) | 1996-12-03 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US5352357A (en) | Waste water treatment system | |
| JPH07328624A (en) | Biological treatment method by membrane separation | |
| KR19990021837A (en) | Carrier Separation Collector of Sewage Treatment System | |
| JPS61274799A (en) | Apparatus for treating waste water | |
| JP2000005779A (en) | Device of preventing clogging of filter media in biological filter tank and method thereof | |
| JP3122010B2 (en) | Microorganism-immobilized carrier floating sewage treatment equipment | |
| JP3306786B2 (en) | Water biological treatment equipment | |
| JP3963667B2 (en) | Sewage treatment apparatus and operation method thereof | |
| JPH09220586A (en) | Water collecting apparatus and method | |
| CN101287682A (en) | SAF systems and methods including special handling at various stages | |
| JP2001179282A (en) | Immersion membrane treatment apparatus | |
| JP3627402B2 (en) | Wastewater treatment method using microorganism-immobilized carrier | |
| JP2005074357A (en) | Membrane washing method in membrane separation activated sludge method | |
| JP2579122B2 (en) | Wastewater treatment equipment | |
| JP3666064B2 (en) | Wastewater treatment equipment | |
| JP4444430B2 (en) | Method of merger treatment of single treatment septic tank | |
| JP4048559B2 (en) | U-shaped air lift pump pipe and septic tank | |
| JP3549064B2 (en) | Fluidized bed nitrogen removal equipment | |
| JP3722647B2 (en) | Wastewater treatment apparatus and wastewater treatment method | |
| JP2001070968A (en) | Wastewater treatment equipment | |
| JP3633001B2 (en) | Cleaning method for biological filtration device | |
| JP2001179272A (en) | Combined treatment device | |
| JP2000202478A (en) | Cleaning method of contaminated water and device therefor | |
| JP4230082B2 (en) | Merger processing equipment | |
| JP2002346580A (en) | Combination of existing individual treatment septic tank |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20091020 Year of fee payment: 9 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20101020 Year of fee payment: 10 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20101020 Year of fee payment: 10 |
|
| S111 | Request for change of ownership or part of ownership |
Free format text: JAPANESE INTERMEDIATE CODE: R313111 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20101020 Year of fee payment: 10 |
|
| R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20111020 Year of fee payment: 11 |
|
| LAPS | Cancellation because of no payment of annual fees |