JP3479632B2 - Wastewater treatment equipment - Google Patents
Wastewater treatment equipmentInfo
- Publication number
- JP3479632B2 JP3479632B2 JP2000191574A JP2000191574A JP3479632B2 JP 3479632 B2 JP3479632 B2 JP 3479632B2 JP 2000191574 A JP2000191574 A JP 2000191574A JP 2000191574 A JP2000191574 A JP 2000191574A JP 3479632 B2 JP3479632 B2 JP 3479632B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- tank
- filtration
- wastewater
- treatment
- 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
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/06—Aerobic processes using submerged filters
-
- 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
- Life Sciences & Earth Sciences (AREA)
- Biodiversity & Conservation Biology (AREA)
- Microbiology (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Biological Treatment Of Waste Water (AREA)
- Separation Using Semi-Permeable Membranes (AREA)
Description
【０００１】[0001]
【発明の属する技術分野】この発明は、農業集落排水等
の有機性排水の処理工程で使用される装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus used in a process for treating organic wastewater such as agricultural settlement wastewater.
【０００２】[0002]
【従来の技術】特開平９−１４１０６６号公報には、し
尿等の有機性排水の処理装置で使用する浸漬型膜分離装
置が開示されている。この装置は、処理槽の排水に浸漬
して使用するもので、その排水が吸引ポンプの作用によ
って濾過膜を通過するときに、透過水と活性汚泥などの
固形物質とに分離される。透過水は、ＢＯＤの値が低
く、比較的水質の良いものであるから、これを水洗便所
の用水等として有効利用することができる。2. Description of the Related Art Japanese Unexamined Patent Publication (Kokai) No. 9-141066 discloses an immersion type membrane separation device used in a device for treating organic wastewater such as human waste. This device is used by immersing it in the waste water of the treatment tank, and when the waste water passes through the filtration membrane by the action of the suction pump, it is separated into permeated water and solid substances such as activated sludge. Since the permeated water has a low BOD value and relatively good water quality, it can be effectively used as water for flush toilets and the like.
【０００３】[0003]
【発明が解決しようとする課題】前記装置では、固形物
質が濾過膜に付着して膜の濾過効率を低下させることが
あるから、散気管から発生する気泡を濾過膜に接触させ
たり、処理槽の上昇水流を濾過膜に接触させたりするこ
とによって、濾過膜の表面を洗滌する。しかし、洗滌効
果を高めるために気泡を多くしたり、上昇水流の速度を
高めたりすると、単位時間当りに濾過できる水量が減少
し、その意味において濾過速度を低下させる場合があ
る。In the above apparatus, since solid substances may adhere to the filtration membrane and reduce the filtration efficiency of the membrane, air bubbles generated from the diffuser tube may be brought into contact with the filtration membrane or the treatment tank may be treated. The surface of the filtration membrane is washed by contacting the rising water flow of the membrane with the filtration membrane. However, if the number of bubbles is increased or the rate of rising water flow is increased in order to enhance the washing effect, the amount of water that can be filtered per unit time decreases, and in that sense the filtration rate may decrease.
【０００４】そこで、この発明では、膜分離装置を使用
する貯水槽において、濾過速度を低下させることなく良
質の濾過水を得ることができるように改良を施すことを
課題にしている。Therefore, an object of the present invention is to improve a water storage tank using a membrane separation device so that high quality filtered water can be obtained without reducing the filtration rate.
【０００５】[0005]
【課題を解決するための手段】前記課題解決のためにこ
の発明が対象とするのは、有機性排水を流入・流出させ
ることができる貯水槽と、前記貯水槽の内部に流入させ
た前記排水を濾過した後に前記貯水槽の外へ流出させる
濾過機とを備えた排水処理装置である。In order to solve the above-mentioned problems, the present invention is directed to a water tank capable of inflowing and outflowing organic waste water, and the waste water flowing into the water tank. which is the waste water treatment apparatus and a filtration device to flow out to the outside of the water tank after filtration.
【０００６】かかる排水処理装置において、この発明が
特徴とするところは、前記濾過機が排水ポンプと前記貯
水槽内に設けられた濾過室とを有し、前記貯水槽の内部
では、前記排水中の土壌細菌を好気的条件の下で培養し
活性化する腐植物質を含んだ多量のペレットが収容され
ていて前記排水の入出を可能にするように形成された容
器が前記濾過室の下方に並置され、前記容器の下方には
散気管が配置され、前記濾過室と前記容器とが筒状に配
置された壁によって側方から囲まれ、前記筒状の壁は、
前記貯水槽内の排水が、前記筒状の壁の底部と頂部とに
おいて入出して、前記筒状の壁の内外を循環できるよう
に形成されていること、にある。In the waste water treatment apparatus, the feature of the present invention resides in that the filter is a drain pump and the storage tank.
And a filtration chamber provided in the water tank, and in the water tank, a large amount of pellets containing humic substances that cultivate and activate the soil bacteria in the wastewater under aerobic conditions are stored. And a container formed to allow the drainage of water in and out is juxtaposed below the filtration chamber, an air diffuser is disposed below the container, and the filtration chamber and the container are arranged in a tubular shape. Surrounded from the side by the wall, the tubular wall,
The drainage in the water tank is formed so as to flow in and out at the bottom and top of the tubular wall and can be circulated in and out of the tubular wall.
【０００７】[0007]
【発明の実施の形態】添付の図面を参照して、この発明
に係る排水処理装置の詳細を説明すると、以下のとおり
である。BEST MODE FOR CARRYING OUT THE INVENTION The details of the waste water treatment apparatus according to the present invention will be described below with reference to the accompanying drawings.
【０００８】図１に断面図で示された排水処理装置１
は、貯水槽２と浄化ユニット３とを有する。貯水槽２
は、農業集落排水等の有機性排水Ｗの流入口４ａの他
に、装置１で処理した排水Ｗを必要に応じて貯水槽２の
外へ取り出すことが出きる排水ポンプＰ２と流出口４ｂ
とを有する。排水ポンプＰ２から延びる送水管４１は、
例えば排水処理の前工程へ延ばすことができる（図２参
照）。流出口４ｂは、流入口４ａよりも下方に位置し、
バルブ４ｃを操作して開閉する。貯水槽２の下方には、
必要に応じて第１散気管５を設け、排水Ｗを攪拌した
り、排水Ｗに空気を供給することができる。第１散気管
５の下方には、排水Ｗや沈降した汚泥等の固形物質を取
り出すことができる排出口６が必要に応じて設けられ
る。Wastewater treatment equipment 1 shown in cross section in FIG.
Has a water tank 2 and a purification unit 3. Water tank 2
The agriculture in addition to the inlet 4a of the organic waste water W settlements wastewater, the drainage pump P 2 which is as possible out to retrieve as necessary waste water W treated in the apparatus 1 to the outside of the water storage tank 2 outlet 4b
Have and. The water pipe 41 extending from the drainage pump P 2 is
For example, it can be extended to the previous step of wastewater treatment (see FIG. 2). The outlet 4b is located below the inlet 4a,
The valve 4c is operated to open / close. Below the water tank 2,
If necessary, the first air diffuser 5 can be provided to stir the wastewater W or supply air to the wastewater W. Below the first air diffuser 5, a discharge port 6 through which solid substances such as drainage W and sedimented sludge can be taken out is provided as needed.
【０００９】浄化ユニット３は、ペレット収納容器２０
と、収納容器２０の上方に位置する濾過室２６を含む濾
過機２１と、収納容器２０の下方に位置する第２散気管
２５とを有し、収納容器２０と濾過室２６と第２散気管
２５とが、これらの側方に位置する周壁２３によって囲
まれている。収納容器２０は、頂壁２０ａと底壁２０ｂ
と側壁２０ｃとを有し、頂壁２０ａと底壁２０ｂとに
は、容器２０の内外に通じる多数の通水性透孔１８が形
成され、側壁２１ｃが支軸３０を介して周壁２３に固定
されている。頂壁２０ａにはペレット投入口（図示せ
ず）が形成され、ここから必要量のペレット２２が収納
容器２０へ投入される。ペレット２２には、腐植物質と
ケイ酸塩とを含み、排水処理に有用な土壌細菌を好気的
条件下で培養したり活性化したりすることが可能な周知
ないし公知のものが使用される。また、このペレット２
２と同時に、腐植物質を含まず無機物のみからなる第２
のペレットや軽石などの粒子が収納容器２０へ投入され
ることもある。The purification unit 3 includes a pellet storage container 20.
And a filter 21 including a filtration chamber 26 located above the storage container 20, and a second air diffusing pipe 25 located below the storage container 20, the storage container 20, the filtration chamber 26, and a second air diffusing pipe. And 25 are surrounded by the peripheral wall 23 located on these sides. The storage container 20 includes a top wall 20a and a bottom wall 20b.
And a side wall 20c. The top wall 20a and the bottom wall 20b are provided with a large number of water-permeable holes 18 communicating with the inside and outside of the container 20, and the side wall 21c is fixed to the peripheral wall 23 via the support shaft 30. ing. A pellet charging port (not shown) is formed in the top wall 20a, and a required amount of pellets 22 is charged into the storage container 20 from there. As the pellet 22, a well-known or known pellet containing humic substances and silicate and capable of culturing and activating soil bacteria useful for wastewater treatment under aerobic conditions is used. Also, this pellet 2
At the same time as 2, the second consisting only of inorganic substances without humic substances
Particles such as the pellets or pumice stones may be put into the storage container 20.
【００１０】濾過機２１は、並列配置された複数の濾過
室２６と、吸引ポンプ２７と、濾過室２６からポンプ２
７を経由して、貯水槽２の外へ延びる送水管２８とを有
する。濾過室２６は、水平方向断面の形状が例えば矩形
のもので、周囲が濾過膜２６ａで形成されている。ポン
プ２７は、浄化ユニット３内の排水Ｗを濾過室２６内へ
吸引濾過して貯水槽２の外へ送り出す。The filter 21 includes a plurality of filter chambers 26 arranged in parallel, a suction pump 27, and a pump 2 from the filter chamber 26.
The water supply pipe 28 extends to the outside of the water storage tank 2 via 7. The filtration chamber 26 has, for example, a rectangular cross section in the horizontal direction, and the periphery thereof is formed by a filtration membrane 26a. The pump 27 suction-filters the wastewater W in the purification unit 3 into the filtration chamber 26 and sends it out of the water storage tank 2.
【００１１】第２散気管２５からは、貯水槽２の外から
送り込まれた空気がペレット収納容器２０へ向かって噴
出し、ペレット２２の周囲を好気的雰囲気にする。From the second air diffuser 25, the air sent from the outside of the water storage tank 2 is ejected toward the pellet storage container 20 to create an aerobic atmosphere around the pellet 22.
【００１２】周壁２３は、筒状のもので、上方に開口３
１ａを有し、下方に通水孔３１ｂを有する。第２散気管
２５からの空気の噴出によって周壁２３の内側には排水
Ｗの上昇流が生じ、周壁２３の外側には下降流が生じ
る。排水Ｗは、通水孔３１ｂから周壁２３の内側へ流入
し、開口３１ａから周壁２３の外側へ流出して浄化ユニ
ット３の内外を循環する。The peripheral wall 23 is cylindrical and has an opening 3
1a, and has a water passage hole 31b below. The jet of air from the second air diffuser 25 causes an upward flow of the drainage W inside the peripheral wall 23 and a downward flow outside the peripheral wall 23. The wastewater W flows into the inside of the peripheral wall 23 from the water passage hole 31b, flows out from the opening 31a to the outside of the peripheral wall 23, and circulates inside and outside the purification unit 3.
【００１３】排水Ｗは、このように循環する過程におい
て、ペレット収納容器２０を通過してペレット２２と好
気的条件下に接触し、排水Ｗにおける土壌細菌の培養と
活性化とが進行する。その結果、排水Ｗでは活性汚泥な
どの固形物質が消費されるとともに微細化し、排水Ｗの
粘度が低下する。かかる排水Ｗは、ペレット収納容器２
０を出るとポンプ２７の吸引作用下に濾過膜２６ａで濾
過され、ＢＯＤおよびＳＳの値が比較的低い水と固形物
質とに分離する。水はポンプ２７によって、貯水槽２の
外へ、例えば排水処理体系において貯水槽２よりも前の
工程へ戻されて再利用される（図２参照）。In the process of circulating the wastewater W, the wastewater W passes through the pellet storage container 20 and comes into contact with the pellets 22 under aerobic conditions, and cultivation and activation of soil bacteria in the wastewater W proceeds. As a result, the wastewater W consumes solid substances such as activated sludge and becomes finer, and the viscosity of the wastewater W decreases. The drainage W is used as the pellet storage container 2
When it comes out of 0, it is filtered by the filtration membrane 26a under the suction action of the pump 27, and is separated into water and solid substances having relatively low BOD and SS values. The water is returned to the outside of the water tank 2 by the pump 27, for example, returned to a step prior to the water tank 2 in the wastewater treatment system and reused (see FIG. 2).
【００１４】かかる排水処理装置１では、貯水槽２内の
排水Ｗが浄化ユニット３において土壌細菌の活発な作用
を受けながら濾過される。排水Ｗは、そのような作用を
受けずに濾過される場合と比べ、固形物質が少なくなり
粘度も低くなるので速やかに濾過され、濾過後の水はＢ
ＯＤやＳＳの値が低い優れた水質のものになる。例え
ば、両者の値は、ともに５ｐｐｍ以下になり得る。固形
物質は微細で濾過膜２６ａを目詰まりさせにくく、濾過
膜２６ａの表面に付着したとしても、浄化ユニット３の
内側を流れる上昇水流や第２散気管２５から噴出する気
泡によって、濾過膜２６ａから容易に離脱する。したが
って、この処理装置１では、濾過膜２６ａの表面を洗滌
する目的で上昇水流の速度を高めたり、噴出する気泡を
多くしたりする必要がない。In the waste water treatment apparatus 1, the waste water W in the water storage tank 2 is filtered in the purification unit 3 while being actively acted by soil bacteria. The wastewater W is quickly filtered because the amount of solid substances is less and the viscosity is lower than that in the case of being filtered without such an action, and the filtered water is B
Excellent water quality with low OD and SS values. For example, both values can be 5 ppm or less. The solid substance is fine and does not easily clog the filtration membrane 26a, and even if it adheres to the surface of the filtration membrane 26a, the rising water flow flowing inside the purification unit 3 and the bubbles ejected from the second air diffusing pipe 25 cause the filtration membrane 26a to escape from the filtration membrane 26a. Easily leave. Therefore, in this processing apparatus 1, it is not necessary to increase the speed of the rising water flow or increase the number of bubbles to be jetted in order to wash the surface of the filtration membrane 26a.
【００１５】図２，３は、処理装置１が使用された排水
処理工程と、この工程と対比されるべき従来例の工程と
を示している。図２の工程は、調整槽５５と反応槽５６
とからなり、反応槽５６には処理装置１と排水ポンプＰ
２とが含まれている。装置１のポンプ２７によって取り
出された水は、再利用水として調整槽５５の前に供給さ
れる他に、処理水として工程の外へ送られて、水洗便所
の用水や床洗浄の用水等になる。また、排水ポンプＰ２
によって反応槽５６の汚泥が返送汚泥として前の工程へ
送られる。図３に示される従来例の工程は、調整槽５５
と、反応槽５６と、分離槽５７と、培養槽５８とを含
み、排水Ｗは矢印に沿って移動する。分離槽５７では、
排水Ｗが濾過膜を通って処理水と固形物質とに分離さ
れ、処理水は工程の外へと進む。培養槽５８では、排水
Ｗが好気的条件下でペレットと接触し、土壌細菌の培養
と活性化とが進む。図２，３の比較から明らかなよう
に、処理装置１が使用されることによって、従来必要で
あった分離槽５７と培養槽５８とが不要になり、これら
の槽５７，５８の役割を反応槽５６が担う。このような
従来例の処理工程を使用する排水処理施設において、分
離槽５７と培養槽５８とが占める面積はおよそ２０〜３
０％であったから、この発明を採用した図２の工程であ
れば、処理施設の面積が２０〜３０％少なくなる。2 and 3 show a wastewater treatment process in which the treatment apparatus 1 is used and a conventional process to be compared with this process. The process of FIG. 2 is performed by adjusting tank 55 and reaction tank 56.
The reaction tank 56 includes a processing device 1 and a drainage pump P.
2 and are included. The water taken out by the pump 27 of the apparatus 1 is supplied to the adjustment tank 55 as reused water, and is also sent out of the process as treated water to be used as water for flush toilets, water for floor cleaning, etc. Become. In addition, drainage pump P 2
The sludge in the reaction tank 56 is sent to the previous step as return sludge. The process of the conventional example shown in FIG.
, The reaction tank 56, the separation tank 57, and the culture tank 58, and the wastewater W moves along the arrow. In the separation tank 57,
The wastewater W is separated into treated water and solid substances through the filtration membrane, and the treated water goes out of the process. In the culture tank 58, the waste water W comes into contact with the pellets under aerobic conditions, and cultivation and activation of soil bacteria proceed. As is clear from the comparison between FIGS. 2 and 3, the use of the processing apparatus 1 eliminates the need for the separation tank 57 and the culture tank 58, which were conventionally required, and the roles of these tanks 57, 58 are reacted. The tank 56 is responsible. In a wastewater treatment facility using such a conventional treatment process, the area occupied by the separation tank 57 and the culture tank 58 is about 20 to 3
Since it was 0%, the area of the processing facility is reduced by 20 to 30% in the process of FIG. 2 adopting the present invention.
【００１６】図４は、この発明の実施態様の一例を示す
図１と同様の図面である。ただし、この装置１における
浄化ユニット３では、ペレット収納容器２０と濾過室２
６との間に第３散気管６３が設けられている。第３散気
管６３から噴出する空気は、排水Ｗの上昇流の速度を高
めることによって、濾過膜２６ａの表面から固形物質を
落とし、濾過膜２６ａの目詰まりを防ぐことができる。
また、噴出する空気は、濾過膜２６ａに衝接することに
よっても固形物質を落とすことができる。ただし、上昇
流の速度と空気の量とは、濾過膜２６ａにおける濾過速
度を低下させることがない範囲で調整する。この装置１
の貯水槽２では、図の左方において前工程の貯水槽６
６、例えば図２の調整槽５５が、隣接しており、この貯
水槽６６の排水Ｗが流入口４ａから貯水槽２へ浸入す
る。この場合の貯水槽２は、底部が平坦で、底部と側壁
とには排出口６と流出口４ｂ（図１参照）とが形成され
ていない。FIG. 4 is a drawing similar to FIG. 1, showing an example of an embodiment of the present invention. However, in the purification unit 3 in this device 1, the pellet storage container 20 and the filtration chamber 2
A third air diffuser 63 is provided between the third air diffuser 63 and the air diffuser 6. The air ejected from the third air diffusing tube 63 can increase the speed of the upward flow of the drainage W to drop solid substances from the surface of the filtration membrane 26a and prevent clogging of the filtration membrane 26a.
Further, the jetted air can also drop the solid substance by colliding with the filtration membrane 26a. However, the speed of the ascending flow and the amount of air are adjusted within a range that does not reduce the filtration speed in the filtration membrane 26a. This device 1
In the water tank 2 of, the water tank 6 of the previous process is shown on the left side of the figure.
6, for example, the adjusting tank 55 in FIG. 2 is adjacent to the drainage water W from the water storage tank 66 and enters the water storage tank 2 through the inflow port 4a. The water storage tank 2 in this case has a flat bottom, and the discharge port 6 and the outflow port 4b (see FIG. 1) are not formed in the bottom and the side wall.
【００１７】[0017]
【００１８】[0018]
【００１９】[0019]
【発明の効果】この発明に係る排水処理装置は、貯水槽
の中で土壌細菌を培養し活性化させながら排水を濾過す
るから、濾過膜は目詰まりしにくく、高い濾過速度を維
持することができる。濾過後の水は水質がよく、様々な
用途に再利用できる。また、この処理装置を使用する
と、従来の排水処理施設で必要とされた分離槽と培養槽
との役割を反応槽で担うことができるから、処理施設の
面積を減らすことができる。The wastewater treatment apparatus according to the present invention filters wastewater while culturing and activating soil bacteria in the water tank, so that the filtration membrane is less likely to be clogged and a high filtration rate can be maintained. it can. The filtered water has good water quality and can be reused for various purposes. Further, when this treatment device is used, the roles of the separation tank and the culture tank, which are required in the conventional waste water treatment facility, can be fulfilled by the reaction tank, so that the area of the treatment facility can be reduced.
【図１】排水処理装置の断面図。FIG. 1 is a cross-sectional view of a wastewater treatment device.
【図２】排水処理装置が使用された工程を示す図面。FIG. 2 is a view showing a process in which the wastewater treatment device is used.
【図３】排水処理の従来例の工程を示す図面。FIG. 3 is a drawing showing steps of a conventional example of wastewater treatment.
【図４】実施態様の一例を示す図１と同様の図面。FIG. 4 is a drawing similar to FIG. 1 showing an example of an embodiment.
１ 排水処理装置 ２ 貯水槽 ２０ 容器 ２１ 濾過機 ２２ ペレット ２３ 壁（周壁） ２５ 散気管 ２６ 濾過室 ５５ 調整槽 ５６ 反応槽 Ｐ 排水ポンプ 1 Wastewater treatment equipment 2 water tank 20 containers 21 Filter 22 pellets 23 walls 25 Air diffuser 26 Filtration room 55 adjustment tank 56 Reaction tank P drainage pump
Claims (2)
きる貯水槽と、前記貯水槽の内部に流入させた前記排水
を濾過した後に前記貯水槽の外へ流出させる濾過機とを
備えた排水処理装置において、 前記濾過機が排水ポンプと前記貯水槽内に設けられた濾
過室とを有し、前記貯水槽の内部では、前記排水中の土
壌細菌を好気的条件の下で培養し活性化する腐植物質を
含んだ多量のペレットが収容されていて前記排水の入出
を可能にするように形成された容器が前記濾過室の下方
に並置され、前記容器の下方には散気管が配置され、前
記濾過室と前記容器とが筒状に配置された壁によって側
方から囲まれ、前記筒状の壁は、前記貯水槽内の排水
が、前記筒状の壁の底部と頂部とにおいて入出して、前
記筒状の壁の内外を循環できるように形成されているこ
とを特徴とする前記排水処理装置。 A water storage tank 1. A can flow into and out of the organic waste water, and a filtration device to flow out to the outside of the water tank after filtration the waste water is introduced into the outer tub drainage In the treatment device, the filter is a drain pump and a filter provided in the water tank.
In the water tank, a large amount of pellets containing humic substances that cultivate and activate soil bacteria in the wastewater under aerobic conditions are stored inside the water storage tank. A container formed so as to enable the above is arranged side by side below the filtration chamber, an air diffuser is arranged below the container, and the filtration chamber and the container are laterally arranged by a wall arranged in a cylindrical shape. The tubular wall is formed so that drainage in the water tank can flow in and out at the bottom and top of the tubular wall and circulate inside and outside the tubular wall. The said wastewater treatment equipment characterized by the above-mentioned.
において直列に配置されている複数の処理槽のうちの一
つである請求項１記載の処理装置。2. The treatment apparatus according to claim 1, wherein the water storage tank is one of a plurality of treatment tanks arranged in series in the organic wastewater treatment system.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000191574A JP3479632B2 (en) | 2000-06-26 | 2000-06-26 | Wastewater treatment equipment |
| KR10-2001-0036167A KR100415834B1 (en) | 2000-06-26 | 2001-06-25 | Apparatus for purifying waste water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000191574A JP3479632B2 (en) | 2000-06-26 | 2000-06-26 | Wastewater treatment equipment |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2003176170A Division JP3732488B2 (en) | 2003-06-20 | 2003-06-20 | Wastewater treatment equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2002001375A JP2002001375A (en) | 2002-01-08 |
| JP3479632B2 true JP3479632B2 (en) | 2003-12-15 |
Family
ID=18690858
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2000191574A Expired - Lifetime JP3479632B2 (en) | 2000-06-26 | 2000-06-26 | Wastewater treatment equipment |
Country Status (2)
| Country | Link |
|---|---|
| JP (1) | JP3479632B2 (en) |
| KR (1) | KR100415834B1 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4672993B2 (en) * | 2004-03-29 | 2011-04-20 | 阪神水道企業団 | Media and membrane filtration combined filtration equipment |
| CN101913711A (en) * | 2010-05-26 | 2010-12-15 | 优泥可环保技术有限公司 | Sludge modifying machine and water treatment facility provided with sludge modifying machines in parallel |
| JP6253442B2 (en) * | 2014-02-18 | 2017-12-27 | クボタ環境サ−ビス株式会社 | Biological treatment reactor, water treatment facility, and biological treatment reactor operating method |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57150473A (en) * | 1981-03-13 | 1982-09-17 | Nippon Zoki Pharmaceut Co Ltd | Waste liquid processing device |
| JPH07275887A (en) * | 1994-04-06 | 1995-10-24 | Toto Ltd | Purifying tank |
| JP3290577B2 (en) * | 1995-11-21 | 2002-06-10 | 株式会社クボタ | Immersion type membrane separation device |
| JPH10109095A (en) * | 1996-10-03 | 1998-04-28 | Nkk Corp | Water purifying treatment device |
| JP3440402B2 (en) * | 1997-12-18 | 2003-08-25 | 日立造船株式会社 | Water treatment method |
-
2000
- 2000-06-26 JP JP2000191574A patent/JP3479632B2/en not_active Expired - Lifetime
-
2001
- 2001-06-25 KR KR10-2001-0036167A patent/KR100415834B1/en active IP Right Grant
Also Published As
| Publication number | Publication date |
|---|---|
| KR100415834B1 (en) | 2004-01-24 |
| KR20020000628A (en) | 2002-01-05 |
| JP2002001375A (en) | 2002-01-08 |
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