JP2005254116A - Waste water treatment apparatus - Google Patents

Waste water treatment apparatus Download PDF

Info

Publication number
JP2005254116A
JP2005254116A JP2004068258A JP2004068258A JP2005254116A JP 2005254116 A JP2005254116 A JP 2005254116A JP 2004068258 A JP2004068258 A JP 2004068258A JP 2004068258 A JP2004068258 A JP 2004068258A JP 2005254116 A JP2005254116 A JP 2005254116A
Authority
JP
Japan
Prior art keywords
filter body
bottomed filter
treatment tank
bottomed
waste water
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.)
Granted
Application number
JP2004068258A
Other languages
Japanese (ja)
Other versions
JP4581432B2 (en
Inventor
Mikio Kitagawa
幹夫 北川
Tokuaki Ono
徳昭 小野
Seiichi Ishii
聖一 石井
Shin Sato
伸 佐藤
Teiichi Sato
禎一 佐藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kurita Water Industries Ltd
Original Assignee
Kurita Water Industries Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kurita Water Industries Ltd filed Critical Kurita Water Industries Ltd
Priority to JP2004068258A priority Critical patent/JP4581432B2/en
Publication of JP2005254116A publication Critical patent/JP2005254116A/en
Application granted granted Critical
Publication of JP4581432B2 publication Critical patent/JP4581432B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Biological Treatment Of Waste Water (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a waste water treatment apparatus in which a rotary drum and its rotating mechanism are not necessitated so that a carrier is not involved in the rotary drum by the rotation of the rotary drum, waste water treatment is continued by preventing the clogging of a porous member for separating the carrier and suspended matter, the clogging is eliminated easily even when the porous member is clogged and consequently the treatment cost of waste water can be reduced. <P>SOLUTION: This waste water treatment apparatus is composed of: a treatment tank 1 for keeping the microbe-immobilized fluidization carrier 3 in a suspended state in waste water W; a cylindrical body 5 which is sunk vertically almost in the center of the treatment tank 1 and the upper and lower ends 5a, 5b of which are opened; an air supplying means 6 arranged in the lower part of the cylindrical body 5; a bottomed filter body 7 which is arranged in the upper part of the cylindrical body 5 and has a bottom 7b and an upper end 7a opened at the position equal to or higher than the water level L; and a treated water withdrawing pipe 8 extended from the inside of the bottomed filter body 7 to the outside of the treatment tank 1. It is preferable that the bottomed filter body is cylindrical, the cross-sectional area of the cylindrical body 5 is 40-60% of that of the treatment tank 1 and the bottom 7b of the bottomed filter body 7 is plugged. It is more preferable to arrange a water jetting means 9 in an opened portion of the upper end 7a of the bottomed filter body 7. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、微生物を固定化した流動担体(以下単に「担体」と言う。)を排水中に浮遊状態に保持した処理槽内で、前記排水を微生物によって処理する排水処理装置に関する。   The present invention relates to a wastewater treatment apparatus for treating the wastewater with microorganisms in a treatment tank in which a fluid carrier (hereinafter simply referred to as “carrier”) in which microorganisms are immobilized is held in a suspended state in the wastewater.

微生物を固定化した担体を排水中に浮遊状態に保持した処理槽内で、排水を微生物によって処理する排水処理装置において、微生物を固定化した担体が処理水とともに処理槽から流出すると排水処理効果が低減する。したがって、処理槽から流出した量の担体を新たに補給する必要がある。   In a wastewater treatment device that treats wastewater with microorganisms in a treatment tank in which the carrier on which microorganisms are immobilized is kept floating, if the carrier on which microorganisms are immobilized flows out of the treatment tank together with the treated water, the wastewater treatment effect is obtained. Reduce. Therefore, it is necessary to replenish the amount of carrier that has flowed out of the processing tank.

前記処理槽から処理水とともに担体が流出することを防止するためには、処理水と担体を分離し、処理水だけを処理槽から取出す必要がある。そこで、一般には、処理水の取出し口に固液分離のための多孔質部材等からなる濾過体を設けることが行われている。   In order to prevent the carrier from flowing out together with the treated water from the treatment tank, it is necessary to separate the treated water and the carrier and take out only the treated water from the treated tank. Therefore, in general, a filter body made of a porous member or the like for solid-liquid separation is provided at the treated water outlet.

しかしながら、排水処理を継続すると、前記濾過体に担体及び浮遊物が集められ、前記前記濾過体が目詰まりを起こし、同時に前記処理槽内に前記担体が偏在することになり好ましくない。   However, if the wastewater treatment is continued, the carrier and suspended matter are collected in the filter body, the filter body is clogged, and at the same time, the carrier is unevenly distributed in the treatment tank, which is not preferable.

従来、前記問題を解決するため、円周面を透水性多孔性材で形成した回転ドラムを、廃水処理槽内に、1/2〜2/3が水没するように設置し、前記回転ドラム内側に、前記透水性多孔性材の外周に付着した浮遊物質脱離用の高圧水を噴射するスプレーノズルを設けることが提案されている。
特開平8―215693号公報
Conventionally, in order to solve the above problem, a rotating drum having a circumferential surface formed of a water-permeable porous material is installed in a wastewater treatment tank so that 1/2 to 2/3 is submerged, In addition, it has been proposed to provide a spray nozzle for injecting high-pressure water for detaching suspended substances attached to the outer periphery of the water-permeable porous material.
JP-A-8-215893

本発明は、回転ドラム及びその回転機構等の駆動機構を不要とし、ドラムの回転に伴う担体の巻き込みも生ぜず、さらに担体及び浮遊物質を分離するための多孔質部材等からなる濾過材の目詰まりを防止し、排水処理を継続して目詰まりが生じた場合の目詰まりの解消が容易であり、排水処理コストの低減を図った排水処理装置を提供することを目的とする。   The present invention eliminates the need for a driving mechanism such as a rotating drum and its rotating mechanism, does not cause the carrier to be involved with the rotation of the drum, and further provides a filter medium comprising a porous member or the like for separating the carrier and suspended substances. It is an object of the present invention to provide a wastewater treatment apparatus that prevents clogging and is easy to eliminate clogging when clogging is caused by continuing wastewater treatment and reducing wastewater treatment costs.

前記課題を解決するため、本発明に係る排水処理装置は、微生物を固定化した担体を排水中に浮遊状態で保持する処理槽と、該処理槽の略中央部に縦方向に沈められた上下端が開放された筒体と、該筒体の下部に配置されたエア供給手段と、前記筒体の上部に配置され水面以上で上端が開放された有底濾過体と、該有底濾過体の内部から前記処理槽外に導出された処理水取出管と、からなることを特徴とする(請求項1)。   In order to solve the above-described problems, a wastewater treatment apparatus according to the present invention includes a treatment tank that holds a carrier on which microorganisms are immobilized in a suspended state in wastewater, and an upper and lower submerged vertically in a substantially central portion of the treatment tank. A cylindrical body having an open end, an air supply means disposed at a lower portion of the cylindrical body, a bottomed filter body disposed at an upper portion of the cylindrical body and having an upper end opened above the water surface, and the bottomed filter body And a treated water take-out pipe led out from the inside of the treatment tank (claim 1).

前記担体は、微生物を固定化させ排水中を流動する素材であり、好ましくは、比重が排水と同等であり、微生物が付着し易いスポンジ状の多孔質又は多くの隙間を持つ構造体であり、例えば、差し渡りが0.5mm〜20cmの大きさである。   The carrier is a material that immobilizes microorganisms and flows in wastewater, preferably a sponge-like porous body having a specific gravity equivalent to that of wastewater and easily adhering to microorganisms or a structure having many gaps, For example, the span is 0.5 mm to 20 cm.

前記処理槽の形状は任意であり、平面視で、円形、四角形、その他の多角形であってもよい。また、前記処理槽は、排水に含まれる物質によって侵されない素材、例えば、鋼板に耐食塗装を施したものなどが用いられる。さらに内部の排水を強く攪拌した場合にも強度的に耐える材質及び必要に応じて前記攪拌に耐えるように設けた補強部材で構成される。   The shape of the treatment tank is arbitrary, and may be a circle, a rectangle, or other polygons in plan view. Moreover, the said processing tank uses the raw material which does not corrode by the substance contained in waste_water | drain, for example, what gave the corrosion-resistant coating to the steel plate. Furthermore, it is composed of a material that can withstand strength even when the internal drainage is strongly stirred, and a reinforcing member that is provided to withstand the stirring as required.

前記処理槽の略中央部に縦方向に沈められた状態で設けられる上下端が開放された前記筒体は、上端の開放部が水面下とされ、下端の開放部が底部に接しない状態に設けられる。   The cylindrical body opened at the upper and lower ends provided in a state of being vertically sunk in the substantially central portion of the treatment tank is such that the open portion at the upper end is below the water surface and the open portion at the lower end is not in contact with the bottom. Provided.

さらに、前記処理槽と同様に、排水に含まれる物質によって侵されない素材で構成され、その形状も任意であるが、内部径は一定とされる。なお、前記筒体は、前記処理槽の内側面から、あるいはさらに底部から設けられた支持アームなどによって、前記処理槽の略中央部に支持される。   Furthermore, like the said processing tank, it is comprised with the raw material which is not corroded by the substance contained in waste_water | drain, The shape is also arbitrary, but an internal diameter is made constant. In addition, the said cylinder is supported by the approximate center part of the said processing tank by the support arm etc. which were provided from the inner surface of the said processing tank, or also from the bottom part.

前記筒体の下部に配置されるエア供給手段は、前記処理槽及び筒体と同様に、排水に含まれる物質によって侵されない素材で構成される。そして、前記筒体の下端の内部あるいは直下に配置されるが、微生物への酸素供給効率を考慮して出来る限り前記処理槽の底部に近い位置に配置することが望ましい。   The air supply means arranged at the lower part of the cylindrical body is made of a material that is not affected by the substance contained in the waste water, like the treatment tank and the cylindrical body. And it arrange | positions in the inside of the lower end of the said cylinder, or just under, but considering the oxygen supply efficiency to microorganisms, it is desirable to arrange | position as close to the bottom part of the said processing tank as possible.

前記エア供給手段は、空気または酸素の気泡を排水中に送り込む機能を有すれば、その構造は問わない。すなわち、穴あきパイプ、振動ディスク式ディフューザー、細孔から気泡を出す散気装置などでよく、さらに一旦発生した気泡を物理的に破砕する構造物や破砕装置と併用してもよい。前記各エア供給手段により、前記筒体内部に生じる水流の速度は、概ね10m/s以上が好ましい。   The air supply means may have any structure as long as it has a function of sending air or oxygen bubbles into the waste water. That is, a perforated pipe, a vibrating disk diffuser, an air diffuser that ejects air bubbles from the pores, and the like may be used together with a structure or a crushing device that physically crushes the generated air bubbles. The speed of the water flow generated inside the cylindrical body by the air supply means is preferably about 10 m / s or more.

前記筒体の上部に配置され水面以上で上端が開放された有底濾過体は、前記処理槽、筒体及びエア供給手段と同様に、排水に含まれる物質によって侵されない多孔質部材で構成され、前記筒体の上部に配置される。すなわち、前記筒体の上端の内部中央あるいは直上に配置され、上端の開放部が水面以上に位置させられる。好ましくは、前記上端の開放部が水面より上方に適宜突出させられ、内部をブラシなどで容易に掃除できるように構成される。   The bottomed filter body disposed at the upper part of the cylindrical body and having the upper end opened above the water surface is composed of a porous member that is not affected by substances contained in the waste water, like the treatment tank, the cylindrical body, and the air supply means. , And arranged on the upper part of the cylinder. That is, it is arranged at the inner center or directly above the upper end of the cylindrical body, and the open portion at the upper end is positioned above the water surface. Preferably, the open portion at the upper end is appropriately protruded above the water surface so that the inside can be easily cleaned with a brush or the like.

また、前記有底濾過体は、排水に含まれる物質によって侵されない棒または細い板を並べて縦方向の格子を形成することが好ましい。なお、前記有底濾過体の内径形状や高さは特に規定されない。また、前記有底濾過体は、円又は角の筒状とすることが好ましく(請求項2)、また、逆円錐状であってもよい(請求項3)。   Moreover, it is preferable that the bottomed filter body forms a vertical lattice by arranging bars or thin plates that are not affected by substances contained in the waste water. The inner diameter shape and height of the bottomed filter body are not particularly defined. Moreover, it is preferable that the bottomed filter body has a circular or square cylindrical shape (Claim 2), and may have an inverted conical shape (Claim 3).

しかし、処理水量と前記担体の量に対して該担体が集中し過ぎないだけの接液面積を確保することが必要であり、例えば、処理水量1m/hr当たりの接液面積が概ね10cm以上となるように径と高さを決める。また、目開きは、前記担体の最少差し渡りよりも小さくする。例えば、差し渡り0.5mmのとき目開きは0.3mmとする。 However, it is necessary to secure a wetted area so that the carrier does not concentrate too much with respect to the amount of treated water and the amount of the carrier. For example, the wetted area per 1 m 3 / hr of treated water is approximately 10 cm 2. The diameter and height are determined so as to be above. Further, the opening is made smaller than the minimum span of the carrier. For example, when the span is 0.5 mm, the aperture is 0.3 mm.

前記有底濾過体の内部から前記処理槽外に導出された処理水取出管による処理水の取出しは、自然に流下させて行うことのほか、ポンプを使用して行ってもよい。   The removal of the treated water from the inside of the bottomed filter body by the treated water extraction pipe led out of the treatment tank may be carried out by using a pump in addition to the natural flow down.

本発明の実施の一形態は、前記発明において、前記筒体の横断面積を前記処理槽の横断面積の40〜60%としたことを特徴とする(請求項4)。この実施の一形態によれば、前記処理槽内及び前記筒体内において、担体の好ましい流動循環が行われ、排水処理効果が高められる。   One embodiment of the present invention is characterized in that, in the above invention, the cross-sectional area of the cylindrical body is 40 to 60% of the cross-sectional area of the treatment tank (Claim 4). According to this embodiment, a preferable fluid circulation of the carrier is performed in the treatment tank and the cylinder, and the wastewater treatment effect is enhanced.

本発明のさらに他の実施の一形態は、前記発明において、前記筒状の有底濾過体の底部を閉塞したことを特徴とする(請求項5)。すなわち、前記筒状の有底濾過体の底部を、外周面と同様に多孔質とせず、板材などで完全閉塞するものである。   Still another embodiment of the present invention is characterized in that, in the above invention, the bottom of the tubular bottomed filter body is closed (Claim 5). That is, the bottom portion of the cylindrical bottomed filter body is not made porous like the outer peripheral surface, but is completely closed with a plate material or the like.

この実施の一形態によれば、前記筒状の有底濾過体の底部の下面が平滑面となるため、前記エア供給手段によって排水とともに上昇させられた担体及び浮遊物質が、前記有底濾過体の底部の下面に集められたり、付着したりすることがない。   According to this embodiment, since the lower surface of the bottom of the cylindrical bottomed filter body is a smooth surface, the carrier and suspended solids raised together with the wastewater by the air supply means are the bottomed filter body. It will not be collected or adhered to the bottom surface of the bottom of the.

同時に、前記エア供給手段によって上昇させられて前記有底濾過体の底部に至った担体は、底部が閉塞されているため、前記有底濾過体の水の透過方向と直交あるいは交差する外周面に沿って上昇させられて前記有底濾過体の外周面の目詰まりが防止され、該有底濾過体による固液分離が効果的に行われる。   At the same time, the carrier that has been raised by the air supply means and reached the bottom of the bottomed filter body has a closed bottom, so that the carrier has an outer peripheral surface that is orthogonal to or intersects with the water permeation direction of the bottomed filter body. Accordingly, clogging of the outer peripheral surface of the bottomed filter body is prevented, and solid-liquid separation by the bottomed filter body is effectively performed.

本発明のさらに他の実施の一形態は、前記発明において、前記有底濾過体が着脱自在であることを特徴とする(請求項6)。この実施の一形態によれば、前記有底濾過体の清掃あるいは交換、その他、装置のメンテナンスが容易である。   Still another embodiment of the present invention is characterized in that, in the above invention, the bottomed filter body is detachable (Claim 6). According to this embodiment, the bottomed filter body can be easily cleaned or replaced, and the apparatus can be easily maintained.

本発明のさらに他の実施の一形態は、前記有底濾過体の上端の開放部に水噴射手段を設けたことを特徴とする(請求項7)。この実施の一形態によれば、排水処理を継続し、担体及び浮遊物質による前記有底濾過体の目詰まりが確認された場合に、前記有底濾過体を取り外して清掃することなく、前記水噴射手段により前記有底濾過体の内部に水を噴射して該有底濾過体の外周面に集められ、あるいは付着した担体及び浮遊物質を分離させて目詰まりを容易に解消することができる。なお、前記水噴射手段は、固定された噴射構造のほか、人手による水噴射を含む。   Still another embodiment of the present invention is characterized in that water injection means is provided in an open portion at the upper end of the bottomed filter body (Claim 7). According to one embodiment of the present invention, when the drainage treatment is continued and clogging of the bottomed filter body due to the carrier and suspended solids is confirmed, the water can be removed without removing and cleaning the bottomed filter body. Water can be sprayed into the bottomed filter body by the spraying means and collected on the outer peripheral surface of the bottomed filter body, or adhering carriers and suspended solids can be separated to easily eliminate clogging. The water injection means includes manual water injection in addition to the fixed injection structure.

本発明によれば、回転ドラム及びその回転機構等の駆動機構を不要としたため、ドラムの回転に伴う担体の巻き込みも生ぜず、さらに担体及び浮遊物質を分離するための多孔質部材等からなる濾過体の目詰まりが防止され、また、排水処理を継続して目詰まりが生じた場合の目詰まり解消が容易であり、さらに排水処理コストの低減を図ることができる。   According to the present invention, since a driving mechanism such as a rotating drum and its rotating mechanism is not required, the carrier does not get involved with the rotation of the drum, and the filtration is made of a porous member or the like for separating the carrier and the suspended substance. Clogging of the body is prevented, and it is easy to eliminate clogging when clogging occurs by continuing the wastewater treatment, and the wastewater treatment cost can be further reduced.

以下、添付図面を参照して、本発明の実施の一形態を説明する。図1は、本発明の概略縦断面図である。同図において、1は、処理槽であり、その形状は任意であり、図面実施の一形態では、底部2は平面状に形成されているが、中央部を低くしたすり鉢状としてもよい。   Hereinafter, an embodiment of the present invention will be described with reference to the accompanying drawings. FIG. 1 is a schematic longitudinal sectional view of the present invention. In the same figure, 1 is a processing tank, The shape is arbitrary, In one Embodiment of drawing, although the bottom part 2 is formed in planar shape, it is good also as a mortar shape which made the center part low.

図中、3は、微生物を固定化した担体であり、前記処理槽1内の前記排水Wに浮遊状態に保持されている。また、図中、4は、前記処理槽1の上方から、前記排水Wを供給する排水供給管である。   In the figure, reference numeral 3 denotes a carrier on which microorganisms are immobilized, and is held in a floating state in the waste water W in the treatment tank 1. In the figure, reference numeral 4 denotes a drainage supply pipe for supplying the drainage W from above the treatment tank 1.

本発明では、前記処理槽1の略中央部に、上下端が開放された筒体5が、沈められた状態で縦方向に設けられる。前記筒体5の形状も任意であるが、内部径は一定とされ、好ましくは、その横断面積が前記処理槽1の横断面積の40〜60%とされる。   In the present invention, the cylindrical body 5 with the upper and lower ends opened is provided in the vertical direction in the substantially central portion of the processing tank 1 in a submerged state. The cylindrical body 5 may have any shape, but the inner diameter is constant, and preferably the cross-sectional area is 40 to 60% of the cross-sectional area of the treatment tank 1.

また、前記筒体5は、上端5aが水面Lより下方に位置させられ、下端5bが前記処理槽1の底部2に接しない状態に設けられる。前記筒体5は、前記処理槽1の内側面から、あるいはさらに底部2から設けられた支持アーム(図示せず)等によって、前記処理槽1の略中央に支持される。   The cylindrical body 5 is provided such that the upper end 5 a is positioned below the water surface L and the lower end 5 b is not in contact with the bottom 2 of the processing tank 1. The cylindrical body 5 is supported at the approximate center of the processing tank 1 by a support arm (not shown) provided from the inner surface of the processing tank 1 or from the bottom 2.

つぎに、前記筒体5の下部には、前記排水W中及び前記筒体5の内部に空気または酸素の気泡を送りこむエア供給手段6が設けられる。   Next, air supply means 6 for sending air or oxygen bubbles into the drainage W and inside the cylinder 5 is provided at the lower part of the cylinder 5.

さらに、前記筒体5の上部には、底部7bが閉塞され、上端7aが前記水面L以上で開放された筒状の有底濾過体7が設けられる。該有底濾過体7は、前記筒体5から、あるいはさらに前記処理槽1の内側面から設けられた支持アーム(図示せず)等によって、前記筒体5の上部中央に支持される。   Further, a cylindrical bottomed filter body 7 having a bottom portion 7b closed and an upper end 7a opened above the water surface L is provided on the upper portion of the cylinder body 5. The bottomed filter body 7 is supported at the upper center of the tubular body 5 by the support body (not shown) or the like provided from the tubular body 5 or further from the inner surface of the processing tank 1.

図中、8は、内部端8aが前記有底濾過体7内に位置させられ、前記処理槽1外に導出された処理水取出管、9は、前記有底濾過体7の上端7aの開放部に設けられた水噴射手段、Bは気泡である。   In the figure, 8 is an inner end 8 a located in the bottomed filter body 7, and a treated water take-out pipe led out of the treatment tank 1, 9 is an open upper end 7 a of the bottomed filter body 7. Water jetting means B provided in the part is a bubble.

図2には、前記有底濾過体7の他の実施の一形態が示されている。すなわち、前記有底濾過体7を逆円錐状とした場合であり、他の構成は前記図1の実施の一形態と同様である。   FIG. 2 shows another embodiment of the bottomed filter body 7. That is, it is a case where the said bottomed filter body 7 is made into the reverse cone shape, and another structure is the same as that of one Embodiment of the said FIG.

図3は、前記有底濾過体7を着脱自在に構成した実施の一形態である。すなわち、前記処理水取出管8の内部端8aが、前記筒体5を貫通等させられて該筒体5の内部に延長され、さらに該筒体5の内部において前記内部端8aが上向き垂直に折り曲げ形成され、その適位置にフランジ10及びシール部材11が設けられる。   FIG. 3 shows an embodiment in which the bottomed filter body 7 is configured to be detachable. That is, the inner end 8 a of the treated water discharge pipe 8 is extended through the cylindrical body 5 through the cylindrical body 5, and the inner end 8 a is vertically upward in the cylindrical body 5. The flange 10 and the seal member 11 are provided at appropriate positions.

一方、前記有底濾過体7の底部7bの底面にも必要に応じてシール材12が設けられる。さらに前記有底濾過体7の底部7bに、前記処理水取出管8の前記内部端8aが挿通する貫通孔13が形成され、前記有底濾過体7を上方から下降させて、その底部7bに形成された前記貫通孔13を、前記上向き垂直に折り曲げられた処理水取出管8の内部端8aに適合させて支持するものである。   On the other hand, a sealing material 12 is also provided on the bottom surface of the bottom 7b of the bottomed filter body 7 as necessary. Further, a through-hole 13 through which the inner end 8a of the treated water discharge pipe 8 is inserted is formed in the bottom portion 7b of the bottomed filter body 7. The bottomed filter body 7 is lowered from above, and the bottom portion 7b The formed through-hole 13 is adapted to be supported by the inner end 8a of the treated water outlet pipe 8 bent vertically upward.

さらに、前記有底濾過体7は、前記筒体5から、あるいはさらに前記処理槽1の内側面から設けられた支持アーム(図示せず)により、上方へ抜脱可能な状態に支持されるものである。前記構成によれば、前記有底濾過体7が着脱自在であり、目詰まりの進行が著しい場合には取り外して清掃あるいは交換することができ、その他、装置のメンテナンスが容易である。なお、前記有底濾過体7の着脱自在構成は前記に限定されるものではない。   Further, the bottomed filter body 7 is supported in a state in which it can be pulled out upward from a support arm (not shown) provided from the cylindrical body 5 or from the inner surface of the treatment tank 1. It is. According to the said structure, the said bottomed filter body 7 is detachable, and when progress of clogging is remarkable, it can remove and clean or replace | exchange, and the maintenance of an apparatus is also easy. The removable structure of the bottomed filter body 7 is not limited to the above.

前記構成の本発明では、前記排水供給管4から排水Wが前記処理槽1に供給され、所定量のとなった排水W中に担体3が浮遊状態に保持される。同時に、エア供給手段6から、前記排水W中に空気または酸素が供給され、該空気または酸素の気泡Bが前記筒体5内を上昇させられる。   In the present invention having the above-described configuration, the waste water W is supplied from the waste water supply pipe 4 to the treatment tank 1, and the carrier 3 is held in a floating state in the waste water W having a predetermined amount. At the same time, air or oxygen is supplied from the air supply means 6 into the waste water W, and bubbles B of the air or oxygen are raised in the cylinder 5.

その結果、担体3及び浮遊物質が前記排水Wとともに、前記筒体5内を上昇させられ、前記有底濾過体7に至ると、前記排水W中の担体3及び浮遊物質は、前記有底濾過体7の水の透過方向と直交あるいは交差する外周面に沿って上昇させられて目詰まりを起こすことがない。   As a result, when the carrier 3 and suspended solids are raised in the cylindrical body 5 together with the drainage W and reach the bottomed filter body 7, the carrier 3 and suspended matter in the drainage W are removed from the bottomed filtration. It is raised along the outer peripheral surface orthogonal to or intersecting with the water permeation direction of the body 7 and does not cause clogging.

そして、前記排水W、担体3及び浮遊物質は、筒体5の上端5aから前記処理槽1の内周壁面方向に放射状に流出させられ、さらに処理槽1の底部へ循環させられ、前記筒体5の下方に至り、再び前記筒体5内を上昇させられて、前記循環が繰り返されて前記担体3に固定化した微生物によって排水の処理が行われるものである。   Then, the waste water W, the carrier 3 and the suspended substance are discharged radially from the upper end 5a of the cylindrical body 5 toward the inner peripheral wall surface of the processing tank 1, and further circulated to the bottom of the processing tank 1, so that the cylindrical body 5, the inside of the cylinder 5 is raised again, and the circulation is repeated, and the wastewater is treated by the microorganisms immobilized on the carrier 3.

前記循環の繰り返しによって排水の処理が行われ、固液分離された前記有底濾過体7の内部の処理水が、前記処理水取出管8を介して前記処理槽1外に導出される。   Waste water is treated by repeating the circulation, and the treated water in the bottomed filter body 7 separated into solid and liquid is led out of the treatment tank 1 through the treated water discharge pipe 8.

前記のごとくして、排水の処理が継続され、前記有底濾過体7に目詰まりが確認された場合には、前記有底濾過体7の上端の開放部に設けられた水噴射手段9から水を噴射して前記目詰まりを容易に解消することができる。また、必要に応じて、前記有底濾過体7を取り外して、清掃あるいは交換することができる。さらに、本発明は、特別の駆動機構もなく排水処理コストの低減が可能である。   As described above, when the drainage process is continued and clogging of the bottomed filter body 7 is confirmed, the water injection means 9 provided at the open portion at the upper end of the bottomed filter body 7 The clogging can be easily eliminated by jetting water. Moreover, if necessary, the bottomed filter body 7 can be removed and cleaned or replaced. Furthermore, the present invention can reduce wastewater treatment costs without a special drive mechanism.

本発明に係る排水処理装置の概略断面図である。It is a schematic sectional drawing of the waste water treatment equipment concerning the present invention. 本発明の他の実施の一形態を示す概略断面図である。It is a schematic sectional drawing which shows other one Embodiment of this invention. 有底濾過体の着脱構成の一形態を示す概略断面図である。It is a schematic sectional drawing which shows one form of the attachment or detachment structure of a bottomed filter body.

符号の説明Explanation of symbols

1 処理槽
3 流動担体
5 筒体
6 エア供給手段
7 有底濾過体
8 処理水取出管
DESCRIPTION OF SYMBOLS 1 Treatment tank 3 Fluid carrier 5 Cylinder 6 Air supply means 7 Bottomed filter body 8 Treated water extraction pipe

Claims (7)

微生物を固定化した流動担体を排水中に浮遊状態で保持する処理槽と、該処理槽の略中央部に縦方向に沈められた上下端が開放された筒体と、該筒体の下部に配置されたエア供給手段と、前記筒体の上部に配置され水面以上で上端が開放された有底濾過体と、該有底濾過体の内部から前記処理槽外に導出された処理水取出管と、からなることを特徴とする排水処理装置。 A treatment tank that holds a fluid carrier in which microorganisms are fixed in a waste state in a wastewater, a cylindrical body that is submerged in a vertical direction at a substantially central portion of the treatment tank, and an open upper and lower ends, and a lower part of the cylindrical body. Arranged air supply means, bottomed filter body disposed above the cylindrical body and having an upper end opened above the water surface, and treated water take-out pipe led out of the treatment tank from the inside of the bottomed filter body And a wastewater treatment apparatus characterized by comprising: 有底濾過体が筒状であることを特徴とする請求項1に記載の排水処理装置。 The wastewater treatment apparatus according to claim 1, wherein the bottomed filter body is cylindrical. 有底濾過体が逆円錐状であることを特徴とする請求項1に記載の排水処理装置。 The wastewater treatment apparatus according to claim 1, wherein the bottomed filter body has an inverted conical shape. 前記筒体の横断面積を前記処理槽の横断面積の40〜60%としたことを特徴とする請求項1乃至3のいずれか一項に記載の排水処理装置。 The wastewater treatment apparatus according to any one of claims 1 to 3, wherein a cross-sectional area of the cylindrical body is 40 to 60% of a cross-sectional area of the treatment tank. 前記有底濾過体の底部を閉塞したことを特徴とする請求項2に記載の排水処理装置。 The wastewater treatment apparatus according to claim 2, wherein a bottom portion of the bottomed filter body is closed. 前記有底濾過体が着脱自在であることを特徴とする請求項1乃至5のいずれか一項に記載の排水処理装置。 The wastewater treatment apparatus according to any one of claims 1 to 5, wherein the bottomed filter body is detachable. 前記有底濾過体の上端の開放部に水噴射手段を設けたことを特徴とする請求項1乃至6のいずれか一項に記載の排水処理装置。 The waste water treatment apparatus according to any one of claims 1 to 6, wherein water injection means is provided in an open portion at an upper end of the bottomed filter body.
JP2004068258A 2004-03-11 2004-03-11 Wastewater treatment equipment Expired - Fee Related JP4581432B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004068258A JP4581432B2 (en) 2004-03-11 2004-03-11 Wastewater treatment equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004068258A JP4581432B2 (en) 2004-03-11 2004-03-11 Wastewater treatment equipment

Publications (2)

Publication Number Publication Date
JP2005254116A true JP2005254116A (en) 2005-09-22
JP4581432B2 JP4581432B2 (en) 2010-11-17

Family

ID=35080376

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004068258A Expired - Fee Related JP4581432B2 (en) 2004-03-11 2004-03-11 Wastewater treatment equipment

Country Status (1)

Country Link
JP (1) JP4581432B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101129407B1 (en) 2009-09-15 2012-03-26 이종명 Clarification apparatus for nonpoint source pollutants

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08215693A (en) * 1995-02-14 1996-08-27 Unitika Ltd Waste water treatment apparatus
JPH11267686A (en) * 1998-03-24 1999-10-05 Kurita Water Ind Ltd Carrier added denitrifying device
JP2000176477A (en) * 1998-12-18 2000-06-27 Amuzu Kk Treatment of highly contaminated sewage by using microorganism-immobilized carrier, treating device therefor, and carrier separating device
JP2001252682A (en) * 2000-03-10 2001-09-18 Fuji Clean Kogyo Kk Sewage treatment method for livestock waste water and apparatus therefor
JP2001269685A (en) * 2000-03-27 2001-10-02 Sumitomo Heavy Ind Ltd Method for disposing screen in drain treating device and drain treating device

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08215693A (en) * 1995-02-14 1996-08-27 Unitika Ltd Waste water treatment apparatus
JPH11267686A (en) * 1998-03-24 1999-10-05 Kurita Water Ind Ltd Carrier added denitrifying device
JP2000176477A (en) * 1998-12-18 2000-06-27 Amuzu Kk Treatment of highly contaminated sewage by using microorganism-immobilized carrier, treating device therefor, and carrier separating device
JP2001252682A (en) * 2000-03-10 2001-09-18 Fuji Clean Kogyo Kk Sewage treatment method for livestock waste water and apparatus therefor
JP2001269685A (en) * 2000-03-27 2001-10-02 Sumitomo Heavy Ind Ltd Method for disposing screen in drain treating device and drain treating device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101129407B1 (en) 2009-09-15 2012-03-26 이종명 Clarification apparatus for nonpoint source pollutants

Also Published As

Publication number Publication date
JP4581432B2 (en) 2010-11-17

Similar Documents

Publication Publication Date Title
JP5626969B2 (en) Filter media cleaning device
JP5410656B2 (en) External filter media cleaning device for filtration equipment
EP0193565A1 (en) Apparatus for clarification of water.
JP2004160432A (en) Filter
KR100894646B1 (en) Dissolved air floatation tank
JP6072320B2 (en) Vertical filter concentrator, concentrating equipment and method using the vertical filter concentrator
JP4581432B2 (en) Wastewater treatment equipment
KR200419211Y1 (en) Sedimentation Apparatus
JP2005152777A (en) Filtration tank
KR100761457B1 (en) Sedimentation apparatus
JP2008093552A (en) Moving-bed filtration apparatus
JP2013063365A (en) Apparatus for aerobic biological treatment
JP5105795B2 (en) Membrane separation tank and operation method
JPH09164304A (en) Filter water purifier
KR20120033097A (en) Sand filtering apparatus
KR100894645B1 (en) Clean water system using dissolved air floatation tank
JP2006205076A (en) Filtering method, filtering unit used for the filtering method and filter
JP2005007378A (en) Charcoal type water purification device
JP2005169288A (en) Automatic water cleaning device and water cleaning method
CN211435884U (en) Agitating unit for industrial waste water treatment
JP2005152778A (en) Filtration tank and method for cleaning inside of filtration tank
JP3159037B2 (en) Water purification device using circulation pump
JPH01249117A (en) Solid-liquid separation device
RU2157346C1 (en) Apparatus for biological clearing of sewage water
JP2021010876A (en) Automatic cleaning device, biofiltration treatment apparatus, and automatic cleaning method of biofiltration treatment apparatus

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20070223

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20090527

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20090601

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20090729

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20100803

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20100816

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130910

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140910

Year of fee payment: 4

LAPS Cancellation because of no payment of annual fees