JP2001310195A - Cleaning treatment apparatus - Google Patents

Cleaning treatment apparatus

Info

Publication number
JP2001310195A
JP2001310195A JP2000132077A JP2000132077A JP2001310195A JP 2001310195 A JP2001310195 A JP 2001310195A JP 2000132077 A JP2000132077 A JP 2000132077A JP 2000132077 A JP2000132077 A JP 2000132077A JP 2001310195 A JP2001310195 A JP 2001310195A
Authority
JP
Japan
Prior art keywords
water
annular
air
filter medium
treated
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2000132077A
Other languages
Japanese (ja)
Inventor
Akira Kodama
皓 児玉
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP2000132077A priority Critical patent/JP2001310195A/en
Publication of JP2001310195A publication Critical patent/JP2001310195A/en
Pending legal-status Critical Current

Links

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
    • 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
    • Y02W10/30Wastewater or sewage treatment systems using renewable energies
    • Y02W10/37Wastewater or sewage treatment systems using renewable energies using solar energy

Landscapes

  • Biological Treatment Of Waste Water (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a cleaning treatment apparatus for separately performing the oxidative decomposition of an organic substance by aerobic microorganisms and the chemical combination of an inorganic substance such as phosphorus, or the like, to effectively develop the cleaning capacity of individual filter materials to enhance cleaning efficiency. SOLUTION: An annular treatment tank 1 is constituted of a first outer annular bed 10 and a second inner annular bed 11 both of which are demarcated in a communication state through a large numbe of water passing holes 15 and the first outer annular bed 10 is allowed to communicate with water 6 to be treated of lakes and marshes 5 through the water passing holes 15 and the second inner annular bed 11 is allowed to communicate with an air lift passage 2 through the water passing holes 15 and the annular treatment tank 1 is held under the surface of the water of the lakes and marshes 5 by a float body 4. Lift air is ejected in the air lift passage 2 from the lower end part thereof by an air supply pipe 30. The first outer annular bed 10 is packed with charcoal 7 as a first filter medium and the second inner annular bed 11 is packed with oyster shells 8 as a second filter medium.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、湖沼、池、ダム、
溜池、河川、用水路などの水域において、汚水の浄化処
理を行う浄化処理装置に関する。
The present invention relates to lakes, ponds, dams,
The present invention relates to a purification treatment apparatus for purifying sewage in water bodies such as reservoirs, rivers, and irrigation canals.

【0002】[0002]

【従来の技術】湖沼、池、ダム、溜池などの閉鎖性水域
においては、酸素濃度が比較的高い水面近傍にアオコな
どの藻類が発生し、酸素濃度が低い底部近傍ではアオコ
などの藻類や各種生物の死骸が腐敗して汚泥として底部
に堆積し、水質汚染が進行して行く。
2. Description of the Related Art In closed water areas such as lakes, ponds, dams, and reservoirs, algae such as blue-green algae are generated near the surface of water having a relatively high oxygen concentration. Dead organisms rot and accumulate on the bottom as sludge, causing water pollution.

【0003】このため、好気性微生物によって被処理水
中のアオコなどの藻類や有機質浮遊物質、溶解性有機物
質などを酸化分解して効率よく浄化処理するこで、BO
D(生物化学的酸素要求量)やCOD(化学的酸素要求
量)を改善する装置として、特許登録番号第26752
61号の浄化処理装置が提供されている。
[0003] For this reason, aerobic microorganisms oxidize and decompose algae such as blue water, organic suspended matter, and soluble organic substances in the water to be treated, thereby purifying the BO efficiently.
As a device for improving D (biochemical oxygen demand) and COD (chemical oxygen demand), Patent Registration No. 26752
No. 61 purification apparatus is provided.

【0004】前記従来の浄化処理装置は、水流を有する
処理水域の被処理水が流通可能な通水孔を周面に複数有
した筒状の集水体と、この集水体内に略同軸状に設けら
れ下端に前記被処理水が流入される流入孔を有した筒状
のリフト管と、このリフト管に設けられこのリフト管の
下端部近傍に空気を噴出させる空気導出手段と、前記被
処理水が流通可能な集水孔を周面に複数有し前記集水体
を軸方向を上下方向に内包し前記リフト管の上端縁に連
続する流出孔を有する外体と、前記集水体と前記外体と
の間に設けられ好気性微生物を担持する木炭を有し前記
被処理水を厚さ方向に流過させる処理層と、前記外体を
前記処理水域の水面下に保持する浮体とを備え、前記処
理層の木炭の粒径が下流側にしたがって径小に前記処理
水域に複数配設されている。
[0004] The conventional purification treatment apparatus comprises a cylindrical water collecting body having a plurality of water passage holes on a peripheral surface through which water to be treated in a treated water area having a water flow can flow, and a substantially coaxial shape inside the water collecting body. A cylindrical lift pipe provided with an inflow hole into which the water to be treated is introduced at a lower end thereof; air deriving means provided in the lift pipe for ejecting air near a lower end portion of the lift pipe; An outer body having a plurality of water collecting holes through which water can flow around the peripheral surface, including the water collecting body in the up-down direction in the axial direction, and having an outflow hole continuous to an upper end edge of the lift pipe; A treatment layer having a charcoal provided between the body and carrying aerobic microorganisms and allowing the water to be treated to flow in the thickness direction, and a floating body that holds the outer body below the surface of the treated water area. A plurality of the treated charcoal particles are arranged in the treated water area such that the particle size of the charcoal decreases in accordance with the downstream side. To have.

【0005】このように構成された浄化処理装置によれ
ば、汚染状態が高い上流側では木炭の粒径が大きく木炭
間の閉塞が防止され、汚染状態が低く木炭間の閉塞する
割合が低い下流側では木炭の粒径が小さいので、効率よ
く浄化処理するとともに、使用する木炭の粒径範囲が大
きく木炭を無駄なく利用できる効果を有している。
[0005] According to the purification apparatus configured as described above, the upstream side where the polluted state is high, the particle size of the charcoal is large, and clogging between the charcoals is prevented. Since the particle size of the charcoal is small on the side, the purification process is performed efficiently, and the charcoal used has a large particle size range, so that the charcoal can be used without waste.

【0006】[0006]

【発明が解決しようとする課題】前記従来の浄化処理装
置では、処理層を構成する濾材として、好気性微生物を
有効に担持する木炭が使用されているので、被処理水中
のアオコなどの藻類や有機質浮遊物質、溶解性有機物質
などを酸化分解して効率よく浄化処理することで、BO
DやCODを改善することはできる。しかし、それ以外
のたとえば燐などの無機物質を除去する能力に欠ける。
このため、燐などの無機物質と化合するカルシウムを多
く含んでいる貝殻や金属片などの濾材と、前記木炭によ
ってなる濾材とを混合した複合構造の濾材によって処理
層を構成することで、無機物質の浄化処理も行うことが
可能であるとされている。
In the above-mentioned conventional purification treatment apparatus, charcoal which effectively supports aerobic microorganisms is used as a filter medium constituting the treatment layer. By oxidatively decomposing organic suspended substances and soluble organic substances and purifying them efficiently, BO
D and COD can be improved. However, they lack the ability to remove other inorganic substances such as phosphorus.
For this reason, by forming the treatment layer with a filter material having a composite structure in which a filter material such as a shell or a metal piece containing a large amount of calcium that is combined with an inorganic material such as phosphorus and a filter material made of the charcoal, the inorganic material is formed. It is also possible to carry out a purification process.

【0007】しかし、単一の処理層を複合構造の濾材に
よって構成すると、好気性微生物による有機物質の酸化
分解と燐などの無機物質の化合が単一の処理層において
同時に行われることになるので、濾材個々の浄化能力を
有効に発揮することが妨げられて、浄化効率を低下させ
る難点を有している。また、異種の濾材をまんべんなく
配置し、被処理水に均一な浄化条件を与えることは同一
槽ないでは不可能である。
However, if a single treatment layer is composed of a filter medium having a composite structure, the oxidative decomposition of organic substances by aerobic microorganisms and the combination of inorganic substances such as phosphorus are simultaneously performed in the single treatment layer. However, it is difficult to effectively exert the purifying ability of each filter medium, and there is a problem that the purifying efficiency is reduced. In addition, it is impossible to uniformly dispose different types of filter media to give uniform purification conditions to the water to be treated without using the same tank.

【0008】そこで、本発明は、好気性微生物による有
機物質の酸化分解と燐などの無機物質の化合を各別に行
うことで、濾材個々の浄化能力を有効に発揮し、浄化効
率を向上させることが可能な浄化処理装置を提供するこ
とを目的としている。
[0008] Therefore, the present invention is to improve the purification efficiency of each filter medium by effectively performing the oxidative decomposition of an organic substance by an aerobic microorganism and the compounding of an inorganic substance such as phosphorus separately. It is an object of the present invention to provide a purification treatment device capable of performing the above-mentioned treatment.

【0009】[0009]

【課題を解決するための手段】前記目的を達成するため
に、本発明に係る浄化処理装置は、処理水域の被処理水
の流通が可能に構成されているとともに、内部に濾材が
充填されている環状の処理槽と、この環状の処理槽の中
心部に上下方向に貫通して形成されているエアーリフト
通路と、このエアーリフト通路の下端部にリフト用の空
気を噴出させる空気噴出手段と、前記環状の処理槽を前
記処理水域の水面下に保持する浮体とを備えた浄化処理
装置において、前記環状の処理槽が円周方向で複数層に
区画されて連通可能に互いに隣接していることを特徴と
している。
In order to achieve the above object, a purification treatment apparatus according to the present invention is constructed so that water to be treated in a treated water area can be circulated and a filter medium is filled therein. An annular processing tank, an air lift passage formed vertically through the center of the annular processing tank, and air ejecting means for ejecting lift air to a lower end of the air lift passage. A floating body for holding the annular treatment tank below the surface of the treated water area, wherein the annular treatment tank is divided into a plurality of layers in a circumferential direction and is adjacent to each other so as to communicate with each other. It is characterized by:

【0010】本発明によれば、環状の処理槽が円周方向
で複数層に区画されているので、これら複数層に好気性
微生物を担持して有機物質の酸化分解に有効な濾材と、
無機物質の化合に有効な濾材とを各別に充填することが
できる。これにより、好気性微生物による有機物質の酸
化分解と無機物質の化合を独立して行うことができるの
で、濾材個々の浄化能力を有効に発揮し、浄化効率を向
上させることが可能になる。また、環状の処理槽では、
外周部から内周部に向かうにつれて容積が漸減するの
で、環状の処理槽の外周から内周のエアーリフト通路に
向かって流れる被処理水の流速は、内周に向かうにつれ
て漸増する。つまり、外周層を流過する被処理水の流速
よりも内周層を流過する被処理水の流速が高くなる。こ
のため、外周層には低速で被処理水を流過させることに
よって浄化が効率的になされる濾材を充填し、内周層に
は高速で被処理水を流過させても浄化が効率的になされ
る濾材を充填して、浄化効率をより一層向上させること
ができる。
According to the present invention, since the annular treatment tank is divided into a plurality of layers in the circumferential direction, a filter medium which supports aerobic microorganisms in the plurality of layers and is effective for oxidative decomposition of organic substances;
A filter medium effective for compounding the inorganic substance can be separately filled. Thereby, the oxidative decomposition of the organic substance by the aerobic microorganisms and the compounding of the inorganic substance can be performed independently, so that the purifying ability of each filter medium can be effectively exhibited, and the purifying efficiency can be improved. In the annular processing tank,
Since the volume gradually decreases from the outer periphery to the inner periphery, the flow rate of the water to be treated flowing from the outer periphery of the annular treatment tank toward the inner air lift passage gradually increases toward the inner periphery. That is, the flow velocity of the water to be treated flowing through the inner peripheral layer is higher than the flow velocity of the water to be treated flowing through the outer peripheral layer. For this reason, the outer layer is filled with a filter medium that is efficiently purified by flowing the water to be treated at a low speed, and the inner layer is efficiently purified even when the water to be treated is passed at a high speed. The purification efficiency can be further improved by filling the filter medium.

【0011】[0011]

【発明の実施の形態】以下、本発明の一実施の形態を図
面に基づいて説明する。図1は本発明の一実施の形態を
示す縦断面図、図2は図1のA−A線断面図であり、こ
れらの図において、浄化処理装置は、環状の処理槽1
と、エアーリフト通路2と、空気噴出手段3と、環状の
処理槽1を湖沼5などの処理水域の水面下に保持する浮
体4とを備えている。
An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a longitudinal sectional view showing an embodiment of the present invention, and FIG. 2 is a sectional view taken along line AA of FIG. 1.
And an air lift passage 2, air blowing means 3, and a floating body 4 for holding the annular processing tank 1 below the surface of a processing water area such as a lake 5.

【0012】環状の処理槽1は、湖沼5などの被処理水
6の流通が可能に構成されているとともに、外周側の第
1の環状層10と、この第1の環状層10の内周に連通
状態で隣接する内周側の第2の環状層11の2層に区画
されており、その中心部を上下方向に貫通してエアーリ
フト通路2が形成されている。
The annular treatment tank 1 is configured so that water to be treated 6 such as a lake or marsh 5 can flow therethrough, and has a first annular layer 10 on the outer periphery and an inner periphery of the first annular layer 10. The air lift passage 2 is formed so as to penetrate vertically through the center portion of the second annular layer 11 on the inner peripheral side adjacent to the second annular layer 11 in a state of communication with the air lift passage 2.

【0013】すなわち、環状の処理槽1は、筒状の外周
壁12と、エアーリフト通路2の外周を形成する筒状の
内周壁13と、内外周壁13,12の間に配置される筒
状の区画壁14とを有し、筒状の外周壁12と筒状の区
画壁14によって囲まれる環状空間部によって第1の環
状層10を形成し、筒状の区画壁14と筒状の内周壁1
3によって囲まれる環状空間部によって第2の環状層1
1を形成している。また、前記各周壁12,13,14
のそれぞれには多数の通水孔15が穿設されており、第
1の環状層10と第2の環状層11の下端部は、多数の
通水孔16を穿設した環状の底板17によって閉塞され
ているとともに、第1の環状層10と第2の環状層11
の上端部は、環状の上板18によって閉塞されている。
That is, the annular processing tank 1 has a cylindrical outer peripheral wall 12, a cylindrical inner peripheral wall 13 forming the outer periphery of the air lift passage 2, and a cylindrical inner wall 13, which is disposed between the inner and outer peripheral walls 13, 12. The first annular layer 10 is formed by a cylindrical outer peripheral wall 12 and an annular space surrounded by the cylindrical partition wall 14, and the cylindrical partition wall 14 and the cylindrical inner wall are formed. Perimeter wall 1
The second annular layer 1 is defined by an annular space surrounded by
1 are formed. In addition, each of the peripheral walls 12, 13, 14
Are provided with a large number of water passage holes 15, and the lower end portions of the first annular layer 10 and the second annular layer 11 are formed by an annular bottom plate 17 having a large number of water passage holes 16. Closed, the first annular layer 10 and the second annular layer 11
Is closed by an annular upper plate 18.

【0014】空気噴出手段3は、エアーリフト通路2の
下端部からリフト用の空気を噴出させるためのもので、
出口がエアーリフト通路2の下端部に臨んで上向きに開
口している空気供給管30と、この空気供給管30の入
口が接続されるエアーコンプレッサ−またはエアーポン
プによってなる空気供給源31と、この空気供給源31
に電力を供給する電源装置32と、この電源装置32に
電源を供給する太陽電池33とを備え、電源装置32
は、太陽電池33からの直流電流を交流電流に変換する
インバータ回路を設けた制御部と、空気供給源31への
供給電力を設定および制御するコントローラと蓄電池と
から構成され、空気供給源31、電源装置32、太陽電
池33などは浮体4に搭載されている。
The air jetting means 3 is for jetting lift air from the lower end of the air lift passage 2.
An air supply pipe 30 having an outlet opening upward facing the lower end of the air lift passage 2, an air supply source 31 formed by an air compressor or an air pump to which the inlet of the air supply pipe 30 is connected; Air supply source 31
Power supply 32 for supplying power to the power supply, and a solar cell 33 for supplying power to the power supply 32.
Is composed of a control unit provided with an inverter circuit for converting a DC current from a solar cell 33 into an AC current, a controller for setting and controlling the power supplied to the air supply source 31, and a storage battery. The power supply device 32, the solar cell 33, and the like are mounted on the floating body 4.

【0015】浮体4は、自己の上部が湖沼5の水面より
も上方に位置して環状の処理槽1を湖沼5の水面下に位
置決めできる浮力を有し、その下側に図示していない連
結手段を介して環状の処理槽1が着脱可能に連結されて
いる。
The floating body 4 has a buoyancy of which its upper part is located above the water surface of the lake 5 so that the annular processing tank 1 can be positioned below the water surface of the lake 5. An annular processing tank 1 is detachably connected via means.

【0016】一方、前記第1の環状層10には、多数の
通水孔15,16の内径よりも大きい粒径を有する木炭
7が第1濾材として充填され、第2の環状層11には、
多数の通水孔15,16の内径よりも大きい粒径を有す
るカキ殻8が第2濾材として充填されている。
On the other hand, the first annular layer 10 is filled with charcoal 7 having a particle size larger than the inner diameter of the large number of water holes 15 and 16 as a first filter medium, and the second annular layer 11 is filled with charcoal 7. ,
The oyster shell 8 having a particle size larger than the inner diameter of the water passage holes 15 and 16 is filled as the second filter medium.

【0017】なお、浮体4は、風や波浪などによって移
動しないように、図示していないロープまたはワイヤな
どを介して湖沼5の岸に固定されている。
The floating body 4 is fixed to the shore of the lake 5 via a rope or a wire (not shown) so as not to move due to wind, waves and the like.

【0018】前記構成によれば、太陽電池33に所定量
の光量が照射されることで起電力が発生し、この起電力
が電源装置32の図示していない制御部に供給される。
供給された直流の起電力は制御部のインバータ回路で交
流に変換され、コントローラで予め設定されている所定
量の電力をエアーコンプレッサ−またはエアーポンプに
よってなる空気供給源31に供給して駆動させる。
According to the above configuration, an electromotive force is generated by irradiating the solar cell 33 with a predetermined amount of light, and the electromotive force is supplied to a control unit (not shown) of the power supply device 32.
The supplied DC electromotive force is converted into AC by an inverter circuit of a control unit, and a predetermined amount of power set in advance by a controller is supplied to an air supply source 31 including an air compressor or an air pump to be driven.

【0019】空気供給源31の駆動によって、エアーリ
フト通路2の下端部には空気供給管30の出口から上向
きにリフト用の空気が噴出する。噴出した空気は気泡と
なってエアーリフト通路2を上昇して湖沼5に流出す
る。つまり、気泡とともにエアーリフト通路2内の被処
理水6が一点鎖線矢印で示すように上昇するエアーリフ
トが生じて湖沼5に流出する。その結果、エアーリフト
通路2の圧力が環状の処理槽1の外周域よりも低くな
る。エアーリフト通路2の圧力が低下すると、湖沼5に
おける水面近傍の被処理水6は、実線矢印で示すよう
に、筒状の外周壁12の多数の通水孔15を通って第1
の環状層10に流入し、第1の環状層10から筒状の区
画壁14の多数の通水孔15を通って第2の環状層11
に流入し、さらに第2の環状層11から筒状の内周壁1
3の多数の通水孔15を通ってエアーリフト通路2に流
出して一点鎖線矢印で示すエアーリフトに合流する。す
なわち、湖沼5における水面近傍の被処理水6は、環状
の処理槽1の外周から内周に向けて流過したのちに湖沼
5に流出する。
When the air supply source 31 is driven, lift air is ejected upward from the outlet of the air supply pipe 30 to the lower end of the air lift passage 2. The jetted air becomes bubbles and rises in the air lift passage 2 and flows out to the lake 5. In other words, the water 6 to be treated in the air lift passage 2 together with the air bubbles is raised as shown by an alternate long and short dash line arrow, and flows out to the lake 5. As a result, the pressure of the air lift passage 2 becomes lower than the outer peripheral area of the annular processing tank 1. When the pressure in the air lift passage 2 is reduced, the water 6 to be treated in the vicinity of the water surface in the lake 5 passes through the large number of water holes 15 of the cylindrical outer peripheral wall 12 as shown by solid arrows, and the first water flows through the first water passage 15.
Flows from the first annular layer 10 to the second annular layer 11 through many water holes 15 of the cylindrical partition wall 14.
Flows from the second annular layer 11 to the cylindrical inner peripheral wall 1.
3, and flows out to the air lift passage 2 through a large number of water holes 15 to join the air lift indicated by the dashed line arrow. That is, the to-be-processed water 6 in the vicinity of the water surface in the lake 5 flows out from the outer periphery of the annular treatment tank 1 toward the inner periphery, and then flows out to the lake 5.

【0020】第1の環状層10には、多数の通水孔1
5,16の内径よりも大きい粒径を有する木炭7が第1
濾材として充填され、また、第2の環状層11には、多
数の通水孔15,16の内径よりも大きい粒径を有する
カキ殻8が第2濾材として充填されているので、第1の
環状層10を第2の環状層11に向けて流過する被処理
水6は、木炭7に担持された好気性微生物により、アオ
コなどの藻類や有機質浮遊物質、溶解性有機物質などは
酸化分解して効率よく一次浄化処理される。また、一次
浄化処理された処理水は、第2の環状層11をエアーリ
フト通路2に向けて流過する間に処理水中の燐がカキ殻
8のカルシウムと化合して効率よく二次浄化処理される
ことになる。さらに、一次・二次浄化処理がなされた処
理水は、一点鎖線矢印で示すように、エアーリフト通路
2を上昇して湖沼5に還流する循環を繰り返し、これに
よって湖沼5の被処理水6の浄化処理がなされる。
The first annular layer 10 has a large number of water holes 1.
Charcoal 7 having a particle size larger than the inner diameter of 5, 16 is the first.
Since the oyster shell 8 having a particle size larger than the inner diameter of the large number of water holes 15 and 16 is filled as the second filter medium in the second annular layer 11, the first annular layer 11 is filled with the first annular layer 11. The water to be treated 6 flowing through the annular layer 10 toward the second annular layer 11 is subjected to oxidative decomposition of algae such as blue-green algae, organic suspended matters, and soluble organic substances by aerobic microorganisms supported on charcoal 7. The primary purification process is performed efficiently. In the treated water subjected to the primary purification treatment, the phosphorus in the treated water is combined with the calcium in the oyster shell 8 while flowing through the second annular layer 11 toward the air lift passage 2 so that the secondary purification treatment is efficiently performed. Will be done. Further, the treated water subjected to the primary / secondary purification treatment repeatedly circulates up the air lift passage 2 and returns to the lake 5 as shown by a dashed-dotted arrow, whereby the water 6 to be treated of the lake 5 is Purification processing is performed.

【0021】環状の処理槽1が外周側の第1の環状層1
0と内周側の第2の環状層11の複数層に区画され、第
1の環状層10に木炭7が充填され、第2の環状層11
にカキ殻8が充填されているので、好気性微生物による
有機物質の酸化分解と無機物質の化合を独立して行うこ
とができる。このため、従来の浄化装置のように、木炭
7とカキ殻8とを混合した複合構造の濾材によって処理
層が構成されるものと比較して、木炭7とカキ殻8の浄
化能力を有効に発揮して、浄化効率を向上させることが
可能になる。
The annular processing tank 1 is the first annular layer 1 on the outer peripheral side.
0 and a plurality of inner circumferential second annular layers 11, the first annular layer 10 is filled with charcoal 7, and the second annular layer 11
Since the oyster shell 8 is filled, the oxidative decomposition of the organic substance by the aerobic microorganisms and the compounding of the inorganic substance can be performed independently. For this reason, the purification ability of the charcoal 7 and the oyster shell 8 can be effectively improved as compared with a conventional purification apparatus in which the treatment layer is formed by a composite filter medium in which the charcoal 7 and the oyster shell 8 are mixed. It becomes possible to improve the purification efficiency.

【0022】また、環状の処理槽1では、外周部から内
周部に向かうにつれて容積が漸減するので、環状の処理
槽1の外周から内周のエアーリフト通路2に向かって流
れる被処理水6の流速は、内周に向かうにつれて漸増す
る。つまり、第1の環状層10を流過する被処理水6の
流速よりも第2の環状層11を流過する被処理水6の流
速が高くなる。このため、第1の環状層10には低速で
被処理水6を流過させることによって浄化が効率的にな
される木炭7を充填し、第2の環状層11には高速で被
処理水6を流過させても浄化が効率的になされるカキ殻
8を充填して、浄化効率をより一層向上させることがで
きる。
Further, in the annular processing tank 1, since the volume gradually decreases from the outer peripheral part toward the inner peripheral part, the water 6 to be treated flowing from the outer periphery of the annular processing tank 1 toward the inner peripheral air lift passage 2. Increases gradually toward the inner circumference. That is, the flow velocity of the water 6 flowing through the second annular layer 11 is higher than the flow velocity of the water 6 flowing through the first annular layer 10. For this reason, the first annular layer 10 is filled with charcoal 7 that is efficiently purified by flowing the water 6 at a low speed, and the second annular layer 11 is filled with the water 6 at a high speed. The oyster shell 8, which is efficiently purified even when the water is allowed to flow, can be further improved in purification efficiency.

【0023】なお、長期間の浄化処理により、木炭7お
よびカキ殻8の浄化能力が低下した場合には、浄化処理
装置を湖沼5の岸辺に移動させ、環状の処理槽1を浮体
4から取り外して、新しい環状の処理槽1を交換して浮
体4に取付ければよい。
If the purification ability of the charcoal 7 and the oyster shell 8 is reduced by the long-term purification treatment, the purification treatment device is moved to the shore of the lake 5 and the annular treatment tank 1 is removed from the floating body 4. Then, a new annular processing tank 1 may be replaced and attached to the floating body 4.

【0024】一方、二点鎖線で示すように、多数のノズ
ル9A,9A…を多重の環状(たとえば四重の環状)に
配置した環状の逆洗ヘッダー管9を設け、この環状の逆
洗ヘッダー管9を第1の環状層10と第2の環状層11
に対応させて底板17の下側に上向きに配置し、逆洗空
気供給管9B介して逆洗ヘッダー管9と空気供給源31
を接続して、空気供給源31を駆動させることで、多数
のノズル9A,9A…から噴出した空気を二点鎖線矢印
で示すように流過させて、木炭7から過剰の好気性微生
物を剥離し、かつカキ殻8から過剰の化合物を剥離する
逆洗を行うことができる。この場合、多数のノズル9
A,9A…のそれぞれに図示していない流量調整弁を設
けておき、これら流量調整弁の開度調整によって各ノズ
ル9A,9A…から噴出する二点鎖線矢印で示す空気の
流量を調整することで、木炭7からの好気性微生物の剥
離と、カキ殻8からの化合物の剥離を要望に応じて任意
に調整することができる。
On the other hand, as shown by a two-dot chain line, an annular backwash header pipe 9 in which a large number of nozzles 9A, 9A,. Tube 9 is divided into first annular layer 10 and second annular layer 11
The backwash header tube 9 and the air supply source 31 are disposed upwardly below the bottom plate 17 in accordance with
, And by driving the air supply source 31, the air ejected from the multiple nozzles 9 </ b> A, 9 </ b> A,... Is allowed to flow as indicated by the two-dot chain line arrow, and the excess aerobic microorganisms are separated from the charcoal 7. In addition, back washing for removing excess compound from the oyster shell 8 can be performed. In this case, a large number of nozzles 9
A, 9A,... Are provided with flow control valves (not shown), and the flow rates of the air indicated by the two-dot chain arrows ejected from the nozzles 9A, 9A,. Thus, the separation of the aerobic microorganisms from the charcoal 7 and the separation of the compound from the oyster shell 8 can be adjusted as desired.

【0025】前記実施の形態では、環状の処理槽1を第
1の環状層10と第2の環状層11の二層構造で説明し
ているが、三層構造以上の複数層構造で環状の処理槽1
を構成してもよい。また、第1濾材として木炭7を使用
し、第2濾材としてカキ殻8を使用しているが、木炭7
以外の第1濾材とカキ殻8以外の第2濾材を適宜選択し
て使用してもよい。さらに、太陽電池33で空気供給源
31に電力を供給する構成で説明しているが、浮体4を
位置決めするロープやワイヤなどに給電用の電線を取付
け、この電線を通して湖沼5の岸に設けた給電設備から
空気供給源31に給電するようにしてもよい。なお、太
陽電池33によって電力を供給する実施例構成の場合、
夜間などでは太陽電池33による起電力が発生せず、蓄
電池の蓄電容量が低下して空気供給源31を駆動できな
くても、日中にのみ空気供給源31を駆動できれば十分
である。
In the above-described embodiment, the annular processing tank 1 is described as having a two-layer structure of the first annular layer 10 and the second annular layer 11. However, the annular processing tank 1 has a multilayer structure of three or more layers. Processing tank 1
May be configured. Also, charcoal 7 is used as the first filter medium and oyster shell 8 is used as the second filter medium.
The first filter medium other than the first filter medium and the second filter medium other than the oyster shell 8 may be appropriately selected and used. Furthermore, although the description has been given of the configuration in which the solar cell 33 supplies power to the air supply source 31, a power supply wire is attached to a rope or a wire for positioning the floating body 4, and provided on the shore of the lake 5 through the wire. Power may be supplied from the power supply equipment to the air supply source 31. In the case of the embodiment configuration in which power is supplied by the solar cell 33,
Even at night or the like, no electromotive force is generated by the solar cell 33, and even if the storage capacity of the storage battery is reduced and the air supply source 31 cannot be driven, it is sufficient if the air supply source 31 can be driven only during the day.

【0026】[0026]

【発明の効果】以上説明したように、本発明に係る浄化
処理装置は構成されているので、以下のような格別な効
果を奏する。
As described above, since the purification treatment apparatus according to the present invention is constituted, the following special effects can be obtained.

【0027】すなわち、環状の処理槽が円周方向で複数
層に区画されているので、これら複数層に好気性微生物
を担持して有機物質の酸化分解に有効な濾材と、無機物
質の化合に有効な濾材とを各別に充填して、好気性微生
物による有機物質の酸化分解と無機物質の化合を独立し
て行うことができる。したがって、濾材個々の浄化能力
を有効に発揮し、浄化効率を向上させることが可能にな
る。また、環状の処理槽では、その外周から内周のエア
ーリフト通路に向かって流れる被処理水の流速が漸増す
る。このため、外周層には低速で被処理水を流過させる
ことによって浄化が効率的になされる濾材を充填し、内
周層には高速で被処理水を流過させても浄化が効率的に
なされる濾材を充填して、浄化効率をより一層向上させ
ることができる。
That is, since the annular treatment tank is divided into a plurality of layers in the circumferential direction, aerobic microorganisms are supported on the plurality of layers, and a filter medium effective for oxidative decomposition of organic substances and a compound of inorganic substances. By separately filling an effective filter medium, oxidative decomposition of organic substances by aerobic microorganisms and compounding of inorganic substances can be performed independently. Therefore, it becomes possible to effectively exert the purifying ability of each filter medium and improve the purifying efficiency. In the annular treatment tank, the flow velocity of the water to be treated that flows from the outer periphery toward the inner air lift passage gradually increases. For this reason, the outer layer is filled with a filter medium that is efficiently purified by flowing the water to be treated at a low speed, and the inner layer is efficiently purified even when the water to be treated is passed at a high speed. The purification efficiency can be further improved by filling the filter medium.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の一実施の形態を示す縦断面図である。FIG. 1 is a longitudinal sectional view showing one embodiment of the present invention.

【図2】図1のA−A線断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【符号の説明】[Explanation of symbols]

1 環状の処理槽 2 エアーリフト通路 3 空気噴出手段 4 浮体 5 湖沼などの処理水域 6 被処理水 7 木炭などの第1濾材 8 カキ殻などの第2濾材 9 第1の環状槽 10 第2の環状槽 REFERENCE SIGNS LIST 1 annular treatment tank 2 air lift passage 3 air jetting means 4 floating body 5 treated water area such as lakes and marshes 6 water to be treated 7 first filter medium such as charcoal 8 second filter medium such as oyster shell 9 first annular tank 10 second Annular tank

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 処理水域の被処理水の流通が可能に構成
されているとともに、内部に濾材が充填されている環状
の処理槽と、この環状の処理槽の中心部に上下方向に貫
通して形成されているエアーリフト通路と、このエアー
リフト通路の下端部にリフト用の空気を噴出させる空気
噴出手段と、前記環状の処理槽を前記処理水域の水面下
に保持する浮体とを備えた浄化処理装置において、前記
環状の処理槽が円周方向で複数層に区画されて連通可能
に互いに隣接していることを特徴とする浄化処理装置。
1. An annular treatment tank, which is configured to allow the flow of water to be treated in a treatment water area and is filled with a filter medium, and penetrates vertically through a central portion of the annular treatment tank. An air lift passage formed in the air lift passage, air ejecting means for ejecting air for lift to the lower end of the air lift passage, and a floating body for holding the annular treatment tank below the surface of the treatment water area. In the purification treatment apparatus, the annular treatment tank is divided into a plurality of layers in a circumferential direction and is adjacent to each other so as to communicate with each other.
JP2000132077A 2000-05-01 2000-05-01 Cleaning treatment apparatus Pending JP2001310195A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000132077A JP2001310195A (en) 2000-05-01 2000-05-01 Cleaning treatment apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000132077A JP2001310195A (en) 2000-05-01 2000-05-01 Cleaning treatment apparatus

Publications (1)

Publication Number Publication Date
JP2001310195A true JP2001310195A (en) 2001-11-06

Family

ID=18640844

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000132077A Pending JP2001310195A (en) 2000-05-01 2000-05-01 Cleaning treatment apparatus

Country Status (1)

Country Link
JP (1) JP2001310195A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100479957B1 (en) * 2002-09-24 2005-04-07 정병선 Sewage treatment system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100479957B1 (en) * 2002-09-24 2005-04-07 정병선 Sewage treatment system

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