JP2001149973A - Water cleaner - Google Patents

Water cleaner

Info

Publication number
JP2001149973A
JP2001149973A JP33301199A JP33301199A JP2001149973A JP 2001149973 A JP2001149973 A JP 2001149973A JP 33301199 A JP33301199 A JP 33301199A JP 33301199 A JP33301199 A JP 33301199A JP 2001149973 A JP2001149973 A JP 2001149973A
Authority
JP
Japan
Prior art keywords
water
treated
flow rate
organic matter
pipe
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
JP33301199A
Other languages
Japanese (ja)
Inventor
Daisuke Tanabe
大輔 田邊
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.)
Tokico Ltd
Original Assignee
Tokico 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 Tokico Ltd filed Critical Tokico Ltd
Priority to JP33301199A priority Critical patent/JP2001149973A/en
Publication of JP2001149973A publication Critical patent/JP2001149973A/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

Landscapes

  • Biological Treatment Of Waste Water (AREA)
  • Treatment Of Biological Wastes In General (AREA)
  • Activated Sludge Processes (AREA)

Abstract

PROBLEM TO BE SOLVED: To stabilize and maintain a treatment capacity over a long period irrespective of the quality of water to be cleaned and to provide an excellent water purifier. SOLUTION: A means for detecting the organic matter concentration in the water to be treated is provided to adjust the flow rate of the water so that the amount of the organic matter introduced into a treating part is fixed. Namely, the product of the organic matter concentration in the water to be treated and the water flow rate is kept constant. Consequently, the amount of the organic matter matches the treatment capacity of the treating part, and the water is excellently cleaned.

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,例えば湖沼,池,
ダム,溜池,貯水池,河川,用水路,堀,運河,水槽等
の浄化対象となる水域の被処理水を浄化する水質浄化装
置に関する。
TECHNICAL FIELD The present invention relates to, for example, lakes, marshes, ponds,
The present invention relates to a water purification device for purifying water to be treated in water bodies to be purified, such as dams, reservoirs, reservoirs, rivers, irrigation canals, moats, canals, and aquariums.

【0002】[0002]

【従来の技術】湖沼,池,ダム,溜池,貯水池,河川,
用水路,堀,運河,水槽等の浄化対象において,水質汚
染対策として,通過する被処理水を浄化処理する処理部
と,処理部を通過するよう被処理水に水流を発生させる
ポンプ(通水手段)とを有する水質浄化装置を設置する
ことが行なわれている。
2. Description of the Related Art Lakes, ponds, dams, reservoirs, reservoirs, rivers,
As a countermeasure against water pollution in water purification systems such as irrigation canals, moats, canals, water tanks, etc., a treatment unit that purifies treated water passing through, and a pump that generates water flow through the treated water so as to pass through the treatment unit ) Is installed.

【0003】このような水質浄化装置は,被処理水を浄
化する処理部内に微生物を生存させ,微生物により被処
理水中のアオコや藻類,有機質浮遊物質,溶解性有機物
等の有機物を分解することで被処理水を浄化するもので
ある。
In such a water purification apparatus, microorganisms are allowed to survive in a treatment section for purifying the water to be treated, and the microorganisms decompose organic substances such as water worms, algae, organic suspended matters, and soluble organic substances in the water to be treated. It purifies the water to be treated.

【0004】この水質浄化装置では,被処理水の処理部
への通水流量は一定とされていた。
In this water purification apparatus, the flow rate of water to be treated to the treatment section has been constant.

【0005】[0005]

【発明が解決しようとする課題】上記のような水質浄化
装置では,処理部内に生息できる微生物の量には上限が
ある。このため,処理部内に生息可能な微生物の最大量
が当該処理部に生息していると仮定した場合,浄化処理
しようとする被処理水が有機物を多量に含んでいる場合
には,処理部内の微生物による被処理水の処理能力を超
え,処理部での浄化処理を経た被処理水の浄化度合いが
不充分となる問題がある。
In the water purification apparatus as described above, there is an upper limit to the amount of microorganisms that can live in the treatment section. For this reason, assuming that the maximum amount of microorganisms that can inhabit the treatment section is in the treatment section, if the water to be treated contains a large amount of organic matter, There is a problem in that the degree of purification of the water to be treated which has passed through the purification treatment in the treatment section exceeds the treatment capacity of the water to be treated by microorganisms, and becomes insufficient.

【0006】また,反対に,浄化処理しようとする被処
理水が有機物を少量しか含んでいない場合には,処理部
内の微生物による浄化能力が,被処理水の有機物量以上
あるにも拘らず,被処理水の有機物量しか浄化しないこ
ととなるため,水質浄化装置自体の最大浄化能力を充分
に発揮することができず,よって,水質浄化装置自体の
浄化効率が低下してしまう問題がある。
On the other hand, when the water to be purified contains only a small amount of organic matter, the purification ability of the microorganisms in the treatment section is higher than the amount of organic matter in the water to be treated. Since only the amount of organic matter in the water to be treated is purified, the maximum purification ability of the water purification device itself cannot be sufficiently exhibited, and therefore, there is a problem that the purification efficiency of the water purification device itself decreases.

【0007】本発明の目的は,浄化処理しようとする被
処理水の有機物濃度に応じて,処理部への被処理水の通
水流量を変えることにより,被処理水の浄化能力を充分
に発揮できる水質浄化装置を提供することにある。
It is an object of the present invention to sufficiently exhibit the purification ability of the water to be treated by changing the flow rate of the water to be treated to the treatment section in accordance with the concentration of organic substances in the water to be treated. It is to provide a water purification device that can be used.

【0008】[0008]

【課題を解決するための手段】上記目的を達成するた
め,本発明の請求項1記載の水質浄化装置は,通過する
被処理水を浄化処理する処理部と,該処理部を通過する
よう被処理水に水流を発生させる通水手段とからなり,
前記処理部内に生存する微生物を用いて前記被処理水を
浄化する水質浄化装置において,被処理水の有機物濃度
を検出する有機物濃度検出手段と,該有機物濃度検出手
段により検出された有機物濃度により,有機物濃度の高
低に応じて,処理部を通過する被処理水の通水量を増減
するように,前記通水手段による被処理水の通水量を制
御する通水量制御手段を設けたことを特徴としている。
According to a first aspect of the present invention, there is provided a water purification apparatus, comprising: a treatment section for purifying treated water passing therethrough; and a water purification apparatus for passing the treated water through the treatment section. It consists of a water flow means for generating a water flow in the treated water,
In a water purification device for purifying the water to be treated using microorganisms living in the treatment section, an organic matter concentration detecting means for detecting an organic matter concentration of the water to be treated, and an organic matter concentration detected by the organic matter concentration detecting means, A water flow control means is provided for controlling the flow rate of the water to be treated by the water flowing means so as to increase or decrease the flow rate of the water to be treated passing through the processing section in accordance with the level of the organic matter concentration. I have.

【0009】これにより,被処理水の有機物濃度が高い
場合は,処理部を通過する通水流量を小さくし,また反
対に被処理水の有機物濃度が低い場合は,処理部を通過
する通水流量を大きくすることにより,処理部での微生
物による浄化処理を良好に行なわせることになる。
Thus, when the concentration of organic matter in the water to be treated is high, the flow rate of water passing through the treatment section is reduced, and when the concentration of organic matter in the water to be treated is low, the flow rate of water passing through the treatment section is reduced. By increasing the flow rate, the purification treatment by the microorganisms in the processing section can be favorably performed.

【0010】[0010]

【発明の実施の形態】本発明の水質浄化装置の一の実施
の形態を図1及至4を参照して以下に説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the water purification apparatus of the present invention will be described below with reference to FIGS.

【0011】本発明の水質浄化装置1は,池あるいは湖
沼等の閉鎖系の浄化対象となる水域2の水面2a下に沈
んだ状態で水底2bに固定される浄化処理ユニット3
(図1参照)と陸側に設置される駆動装置30(図3参
照)とから構成されている。
A water purification apparatus 1 according to the present invention comprises a purification unit 3 fixed to a water bottom 2b while sinking below a water surface 2a of a water area 2 to be purified in a closed system such as a pond or lake.
(See FIG. 1) and a drive device 30 (see FIG. 3) installed on the land side.

【0012】また,図2は,図1における前記浄化処理
ユニット3のA−A’断面の拡大図を示す。
FIG. 2 is an enlarged view of a section AA 'of the purification processing unit 3 in FIG.

【0013】次に,該浄化処理ユニット3について説明
する。
Next, the purification processing unit 3 will be described.

【0014】該浄化処理ユニット3は,塩化ビニルやス
テンレス鋼等の非腐食性部材や非腐食処理された鋼板等
にて立方体に形成された外体4を有している。この外体
4の上板部4aおよび下板部4bには,多数の流入孔5
が形成されている。この外体4は下板部4bの下面の外
周側に固定された支持フレーム6を介して水底2bに固
定されている。
The purification unit 3 has an outer body 4 formed of a non-corrosive member such as vinyl chloride or stainless steel, a non-corrosive steel plate or the like, and formed in a cube. The upper plate 4a and the lower plate 4b of the outer body 4 have a large number of inflow holes 5 formed therein.
Are formed. The outer body 4 is fixed to the water bottom 2b via a support frame 6 fixed to the outer peripheral side of the lower surface of the lower plate portion 4b.

【0015】そして,外体4には,外体内第一管部7と
外体内第二管部8とからなる略L字形状の円筒の集水管
体9が設けられている。
The outer body 4 is provided with a substantially L-shaped cylindrical water collecting pipe body 9 composed of an outer body first pipe part 7 and an outer body second pipe part 8.

【0016】外体内第一管部7は一端側にフランジ部1
0を有しており,貫通孔11に内周面を一致させた状態
で,該フランジ部10において側板部4c,4d,4
e,4fのいずれか特定の側板に取り付けられている。
The first tube portion 7 of the outer body has a flange portion 1 at one end.
0, the side plates 4c, 4d, 4
e, 4f attached to a specific side plate.

【0017】この取付状態で,外体内第一管部7は外体
4の下板部4bに平行をなして水平に伸び,下板部4b
の略中心位置まで延在している。同取付状態で,外体内
第二管部8は,外体内第一管部7のフランジ部10に対
し反対側から上方に,外体4の高さ方向の略中心位置ま
で延在し,これと垂直に集水部12が接続されている。
In this mounting state, the first tube portion 7 of the outer body extends horizontally in parallel with the lower plate portion 4b of the outer body 4, and the lower plate portion 4b
Extends to a substantially central position. In the attached state, the outer body second pipe section 8 extends upward from the opposite side to the flange section 10 of the outer body first pipe section 7 to a substantially central position in the height direction of the outer body 4. And the water collecting part 12 is connected vertically.

【0018】該集水部12は,主管12aに複数の枝管
12bが内部が連通するように接続されており,枝管1
2bには被処理水が流通可能に上面および下面に集水孔
13が複数形成されている。この集水部12の主管12
aは外体4の側板4d,4fの内側に当接するように設
けられ,枝管12bは外体4の側板4c,4eの内側に
当接するように設けられている。
The water collecting section 12 has a plurality of branch pipes 12b connected to a main pipe 12a so that the insides thereof communicate with each other.
2b, a plurality of water collecting holes 13 are formed on the upper surface and the lower surface so that the water to be treated can flow. The main pipe 12 of this water collecting part 12
a is provided so as to contact the inside of the side plates 4d and 4f of the outer body 4, and the branch pipe 12b is provided so as to contact the inside of the side plates 4c and 4e of the outer body 4.

【0019】ここで,集水部12の主管12aの軸方向
中心付近に集水管体9の一端が内部が連通するように接
続されているため,各枝管12bから均等に被処理水を
集水できるように,集水部12と集水管体9の接続部か
ら枝管12bまでの距離が遠くなるにしたがって枝管1
2bに形成されている集水孔13の面積が大きくなるよ
うに(流体抵抗が小さくなるように)設定されている。
Here, one end of the water collecting pipe 9 is connected to the vicinity of the axial center of the main pipe 12a of the water collecting part 12 so that the inside thereof communicates with each other, so that water to be treated is uniformly collected from each branch pipe 12b. As the distance from the connection between the water collecting part 12 and the water collecting pipe 9 to the branch pipe 12b increases, the branch pipe 1
It is set so that the area of the water collecting hole 13 formed in 2b becomes large (so that the fluid resistance becomes small).

【0020】外体4の内側の隙間には,流入孔5および
集水孔13より径大の浄化材としての木炭14が充填さ
れ,しかも有機物を分解する好気性の微生物が担持さ
れ,処理部15が形成されている。
The inner space of the outer body 4 is filled with a charcoal 14 as a purifying material having a diameter larger than that of the inflow hole 5 and the water collecting hole 13, and also carries aerobic microorganisms for decomposing organic substances. 15 are formed.

【0021】外体4の外側には,外体外第一管部16と
外体外第二管部17とからなる略L字形状の円筒の揚水
管体18が設けられている。
Outside the outer body 4, a substantially L-shaped cylindrical water pumping pipe 18 comprising an outer first pipe section 16 and an outer second pipe section 17 is provided.

【0022】揚水管体18の外体外第一管部16は,端
部にフランジ部19を有しており,フランジ部19が貫
通孔11に内周面を一致させた状態で,外体4の側板部
4c,4d,4e,4fのいずれか特定の側板に取付け
られている。なお,フランジ部19は,間に側板部を挟
んだ状態で集水管体9のフランジ部10とボルト等で連
結されることにより側板部に取付けられることになる。
このような取り付け状態において,外体外第一管部16
は集水管体9に連通される。
The first external pipe portion 16 of the pumping pipe body 18 has a flange portion 19 at an end, and the flange portion 19 is aligned with the through hole 11 with the inner peripheral surface thereof. Of the side plate portions 4c, 4d, 4e, and 4f. The flange portion 19 is attached to the side plate portion by being connected to the flange portion 10 of the water collecting pipe 9 with bolts or the like with the side plate portion interposed therebetween.
In such an attached state, the outer first pipe section 16
Is connected to the water collecting pipe 9.

【0023】外体外第二管部17は,このように外体外
第一管部16が外体4に取り付けられた状態で,該外体
外第一管部16の外端位置から,該外体外第一管部16
に直交して上方に延出し,外体4より上側位置において
上方に向け上部開口部18aを開口させている。
The outer external second pipe section 17 is moved from the outer end position of the outer external first pipe section 16 with the outer external first pipe section 16 attached to the outer body 4 in this manner. First pipe part 16
The upper opening 18a extends upward at a position above the outer body 4 at right angles to the outer body 4.

【0024】揚水管体18には,外体外第二管部17の
中心軸線に直交して貫通孔20が形成されており,該貫
通孔20に円筒状の空気噴出管21が嵌合固定されてい
る。該空気噴出管21の揚水管体18内に突出する一端
部には,外体外第二管部17内に空気を噴出させる図示
せぬ空気噴出孔を有する空気噴出口26が多数形成され
ており,他側は,外体外第二管部17の外側において上
方に向け屈曲されて連結管22に連結され,陸側に設置
された駆動装置30に連結されている。
The pumping pipe 18 is formed with a through hole 20 perpendicular to the central axis of the outer second pipe section 17, and a cylindrical air jet pipe 21 is fitted and fixed in the through hole 20. ing. At one end of the air ejection pipe 21 protruding into the pumping pipe 18, a large number of air ejection ports 26 having air ejection holes (not shown) for ejecting air into the second external pipe section 17 are formed. The other side is bent upward and connected to the connecting pipe 22 outside the second external pipe portion 17, and is connected to the driving device 30 installed on the land side.

【0025】外体4の下側には,先端部が閉塞された円
筒状の洗浄ノズル23が支持フレーム6に支持固定され
た状態で設けられている。この洗浄ノズル23は,固定
状態において,その一側を下板部4bに沿わせており,
この部分にはその内部を外部に連通させる空気噴出孔2
4が多数所定の間隔でほぼ全長にわたって形成されてい
る。洗浄ノズル23の他側の端部は,側板部4c,4
d,4e,4fのいずれかの外側であって側板部4c,
4d,4e,4fのいずれかと並行をなすように屈曲さ
れて連結管25に連結されている。洗浄ノズル23は,
該連結管25を介して陸側に設置された前記駆動装置3
0に連結されている。
On the lower side of the outer body 4, a cylindrical washing nozzle 23 having a closed end is provided while being fixedly supported by the support frame 6. In a fixed state, the cleaning nozzle 23 has one side thereof along the lower plate portion 4b.
This part has an air outlet 2 that connects the inside to the outside.
4 are formed over a substantially entire length at predetermined intervals. The other end of the cleaning nozzle 23 is connected to the side plate portions 4c, 4c.
d, 4e, 4f, and outside the side plate portion 4c,
It is bent so as to be parallel to any one of 4d, 4e, and 4f and is connected to the connection pipe 25. The cleaning nozzle 23 is
The driving device 3 installed on the land side via the connecting pipe 25
Connected to 0.

【0026】なお,洗浄ノズル23を,下板部4bの下
側で一つまたは複数の輪状に形成し,その円周方向に空
気噴出孔24を多数形成してもよい。
The cleaning nozzle 23 may be formed in one or a plurality of rings below the lower plate portion 4b, and a plurality of air ejection holes 24 may be formed in the circumferential direction.

【0027】次に,駆動装置30について説明する。Next, the driving device 30 will be described.

【0028】駆動装置30は,陸側に設置される筐体3
1を有しており,図3に示すように,空気噴出管21側
の連結管22および洗浄ノズル23側の連結管25は,
筐体31内で電磁式の切換弁34に連結されている。該
切換弁34は,筐体31内に配置されたコンプレッサ3
5の空気吐出側にも連結されている。
The drive unit 30 is a housing 3 installed on the land side.
As shown in FIG. 3, the connecting pipe 22 on the air ejection pipe 21 side and the connecting pipe 25 on the cleaning nozzle 23 side
It is connected to an electromagnetic switching valve 34 in the housing 31. The switching valve 34 is provided with the compressor 3 disposed in the housing 31.
5 is also connected to the air discharge side.

【0029】切換弁34は,コンプレッサ35の吐出側
を連結管25に連通されることなく連結管22に連通さ
せる状態と,連結管22に連通されることなく連結管2
5に連通させる状態とに切り換えられるようになってい
る。
The switching valve 34 is in a state in which the discharge side of the compressor 35 is connected to the connecting pipe 22 without being connected to the connecting pipe 25, and the switching valve 34 is connected to the connecting pipe 2 without being connected to the connecting pipe 22.
5 can be switched.

【0030】連結管22には,該連結管22を通過する
空気の流量を変更可能な流量調整弁36が設けられてい
る。
The connecting pipe 22 is provided with a flow control valve 36 capable of changing the flow rate of air passing through the connecting pipe 22.

【0031】これら切換弁34,コンプレッサ35およ
び流量調整弁36は,筐体31内に設けられたコントロ
ーラ37に電気的に接続されている。このコントローラ
37は,外部電源38に接続されており,外部電源38
からのコンプレッサ35および切換弁34への電力供給
の制御を行なう。
The switching valve 34, the compressor 35 and the flow control valve 36 are electrically connected to a controller 37 provided in the housing 31. The controller 37 is connected to an external power supply 38,
The power supply to the compressor 35 and the switching valve 34 is controlled.

【0032】ここで,コンプレッサ35,空気噴出管2
1,揚水管体18が,処理部15の内側から水を吸い込
むことにより該処理部15に内側への水流を発生させる
エアリフトポンプ(通水手段)を構成している。
Here, the compressor 35 and the air ejection pipe 2
1. The pumping pipe 18 constitutes an air lift pump (water passing means) that generates water flow in the processing unit 15 by sucking water from inside the processing unit 15.

【0033】また,コンプレッサ35,切換弁34,連
結管25および洗浄ノズル23が,処理部15を洗浄す
る洗浄装置を構成している。
The compressor 35, the switching valve 34, the connecting pipe 25, and the washing nozzle 23 constitute a washing device for washing the processing section 15.

【0034】そして,この実施の形態においては,浄化
対象となる水域2の所定位置に,該水域2の有機物濃度
を検出する有機物濃度検出センサ40が設けられてい
る。この有機物濃度検出センサ40は,浄化対象となる
水域2の被処理水内に含まれる有機物濃度を測定する。
In this embodiment, an organic substance concentration detecting sensor 40 for detecting the concentration of organic substances in the water area 2 is provided at a predetermined position in the water area 2 to be purified. The organic matter concentration detection sensor 40 measures the concentration of organic matter contained in the water to be treated in the water area 2 to be purified.

【0035】この有機物濃度検出センサ40はケーブル
41によりコントローラ37に電気的に接続されてお
り,有機物濃度検出センサ40からの信号はコントロー
ラ37に送られ,コントローラ37により処理され,コ
ンプレッサ35,切換弁34,流量調整弁36の運転等
を制御する。
The organic substance concentration detection sensor 40 is electrically connected to a controller 37 by a cable 41. A signal from the organic substance concentration detection sensor 40 is sent to the controller 37, processed by the controller 37, and processed by the compressor 35 and the switching valve. 34, controlling the operation of the flow regulating valve 36, and the like.

【0036】なお,この有機物濃度検出センサ40は,
浄化対象となる水域2の有機物濃度が測定できる位置で
あれば,位置は例えば水質浄化装置1の上板部4a,下
板部4b,側板部4c,4d,4e,4fのいずれかの
近傍あるいは水質浄化装置1本体から離れた浄化対象と
なる水域2の代表的な水質が得られる特定の場所のいず
れの位置に設けてもよい。
The organic substance concentration detection sensor 40 is
If the organic substance concentration in the water area 2 to be purified can be measured, the position is, for example, in the vicinity of any one of the upper plate portion 4a, the lower plate portion 4b, the side plate portions 4c, 4d, 4e, and 4f of the water purification device 1, or It may be provided at any position of a specific place where a representative water quality of the water area 2 to be purified away from the main body of the water purification device 1 can be obtained.

【0037】また,有機物濃度検出センサ40は,例え
ばJISK3602に規格されている,固定化微生物膜
と溶存酸素電極による微生物電極により被処理水内の生
物学的酸素要求量(BOD)を検出し,浄化対象となる
水域2の有機物濃度を測定している。
The organic matter concentration detection sensor 40 detects a biological oxygen demand (BOD) in the water to be treated by a microorganism electrode comprising an immobilized microorganism membrane and a dissolved oxygen electrode, which is specified in, for example, JIS K3602. The organic matter concentration in the water area 2 to be purified is measured.

【0038】さらに,有機物濃度検出センサ40とし
て,浄化対象となる水域2の有機物濃度(TOC)を直
接検出するセンサや,溶存酸素(DO)や水素イオン濃
度(pH)といった水質を検出し,当該水質と有機物濃
度とを相関させることにより間接的に有機物濃度を検出
するセンサを用いてもよい。
Further, as the organic substance concentration detection sensor 40, a sensor for directly detecting the organic substance concentration (TOC) in the water area 2 to be purified, and water quality such as dissolved oxygen (DO) and hydrogen ion concentration (pH) are detected. A sensor that indirectly detects the concentration of organic matter by correlating the water quality with the concentration of organic matter may be used.

【0039】次に,上記構成の水質浄化装置1のコント
ローラ37による制御構成を図4に示すフローチャート
を用い,水質浄化装置1自体の動作とともに以下に説明
する。
Next, the control configuration of the water purification apparatus 1 having the above configuration by the controller 37 will be described below together with the operation of the water purification apparatus 1 itself using the flowchart shown in FIG.

【0040】まず,外部電源38からコントローラ37
に電力が供給されると,コントローラ37は,流量調整
弁36を全開として(ステップS1),切換弁34を,
コンプレッサ35の吐出側を連結管25に連通させるこ
となく浄化側の連結管22に連通させる(ステップS
2)。そして,コンプレッサ35を駆動状態とし(ステ
ップS3),コンプレッサ35から連結管22を介して
空気噴出管21に向け圧縮空気を供給させる。すると,
該圧縮空気は空気噴出管21の空気噴出口26から噴出
され,揚水管体18の外体外第二管部17内で気泡とな
って下から上へ移動し,この気泡の移動で,該揚水管体
18の外体外第二管部17内に上方への水流すなわちエ
アリフトが生じて,集水部12から処理部15の中心近
傍の水を吸い込み,集水管体9および揚水管体18を通
じて上部開口部18aから処理部15の外部に排出させ
る。これにより,強制的に外体4の外側の水が,上板部
4aの流入孔5および下板部4bの流入孔5から,処理
部15内に導入され,処理部15を中心に向け移動して
中心の集水部12に至り,その際に,処理部15を構成
する木炭14に担持された好気性微生物に,アオコ等の
藻類や有機質浮遊物質,溶解性有機物等が分解されるこ
とで水が浄化される。
First, the controller 37 is supplied from the external power supply 38.
Is supplied to the controller 37, the controller 37 fully opens the flow control valve 36 (step S1) and sets the switching valve 34 to
The discharge side of the compressor 35 is communicated with the connecting pipe 22 on the purification side without communicating with the connecting pipe 25 (step S
2). Then, the compressor 35 is driven (step S3), and compressed air is supplied from the compressor 35 to the air ejection pipe 21 via the connection pipe 22. Then
The compressed air is jetted from the air jet port 26 of the air jet pipe 21 and moves from the bottom to the top as bubbles in the external external second pipe portion 17 of the water pumping pipe 18. An upward water flow, that is, an air lift, is generated in the outer external second pipe portion 17 of the pipe body 18, and the water near the center of the processing section 15 is sucked from the water collecting section 12, and the water flows upward through the water collecting pipe 9 and the pumping pipe 18. It is discharged from the opening 18a to the outside of the processing unit 15. Thereby, the water outside the outer body 4 is forcibly introduced into the processing unit 15 from the inflow hole 5 of the upper plate 4a and the inflow hole 5 of the lower plate 4b, and moves toward the processing unit 15 toward the center. To the central water collecting section 12, where the algae such as blue-green algae, organic suspended matter, and soluble organic substances are decomposed into aerobic microorganisms carried on the charcoal 14 constituting the processing section 15. Water is purified.

【0041】そして,このように浄化処理された水が集
水部12から集水管体9内に吸引され,集水管体9から
揚水管体18内を移動して上方に突出する開口部18a
から水域2に排出される。これにより浄化対象である水
域2が浄化される。
The water thus purified is sucked from the water collecting part 12 into the water collecting pipe 9, moves from the water collecting pipe 9 to the inside of the water pumping pipe 18, and protrudes upward.
Is discharged into the water area 2. Thereby, the water area 2 to be purified is purified.

【0042】次に,ステップS3の処理を行なったコン
トローラ37は,有機物濃度検出センサ40で,浄化対
象となる水域2の有機物濃度すなわち処理部15に流入
する被処理水の有機物濃度を測定する(ステップS
4)。
Next, the controller 37, which has performed the processing in step S3, uses the organic substance concentration detection sensor 40 to measure the organic substance concentration in the water area 2 to be purified, that is, the organic substance concentration of the water to be treated flowing into the processing section 15 ( Step S
4).

【0043】そして,処理部15に流入する被処理水の
有機物量をあらかじめコントローラ37に記憶された
(または,設定した)所定の有機物量とするための通水
量を演算する(ステップS5)。すなわち,処理部に流
入する有機物量は,被処理水の有機物濃度と処理部15
内に流入する被処理水の通水流量との積となる。よっ
て,通水流量は,処理部15が浄化処理に適した所定の
有機物量をあらかじめコントローラ37に記憶(または
設定)しておき,該コントローラ37に記憶(または設
定)された所定の有機物量を,ステップS4の前記有機
物濃度検出センサ40により測定された浄化対象となる
水域2の有機物濃度で除算することにより算出する。
Then, a water flow rate is calculated to make the amount of organic matter of the water to be treated flowing into the processing section 15 a predetermined amount of organic matter stored (or set) in the controller 37 in advance (step S5). That is, the amount of organic matter flowing into the processing section depends on the concentration of the organic substance in the water to be treated and the processing section 15.
It is the product of the flow rate of the to-be-processed water flowing into the inside. Therefore, as for the flow rate, the processing unit 15 stores (or sets) a predetermined amount of organic matter suitable for the purification process in the controller 37 in advance, and determines the predetermined amount of organic matter stored (or set) in the controller 37. , Calculated by dividing by the organic matter concentration in the water area 2 to be purified measured by the organic matter concentration detection sensor 40 in step S4.

【0044】なお,前記コントローラ37に記憶された
(または,設定した)浄化処理に適した所定の有機物量
は,水質浄化装置1自体の処理部15の大きさやその内
部に充填される微生物担体(ここでは,木炭14)の粒
径等により異なるため,水質浄化装置個々の浄化処理に
適した有機物量は,あらかじめ実験等により求めてお
き,これをコントローラ37に記憶させておく。
The predetermined amount of organic matter suitable for the purification treatment stored (or set) in the controller 37 depends on the size of the treatment unit 15 of the water purification device 1 itself and the microorganism carrier ( Here, the amount of organic matter suitable for the purification treatment of each water purification device is determined in advance by experiments or the like, and is stored in the controller 37, since the amount differs depending on the particle size of the charcoal 14).

【0045】次に,ステップS5で求められた通水流量
となるように,流量調整弁36の弁開度を調整する(ス
テップS6)。ステップS6により,連結管22,空気
噴出管21に供給する圧縮空気の流量,すなわち,揚水
管体18に供給される空気流量を調整し,エアリフトに
より集水される被処理水の流量が増減させる。すなわ
ち,被処理水の汚れがひどい(有機物濃度が所定の濃度
より高い)場合は通水流量を少なく,反対に被処理水が
きれいな(有機物濃度が所定の濃度より低い)場合は通
水流量を多くする。
Next, the valve opening of the flow control valve 36 is adjusted so that the water flow rate obtained in step S5 is obtained (step S6). In step S6, the flow rate of the compressed air supplied to the connecting pipe 22 and the air ejection pipe 21, that is, the flow rate of the air supplied to the pumping pipe body 18, is adjusted, and the flow rate of the water to be treated collected by the air lift is increased or decreased. . In other words, if the water to be treated is extremely dirty (the concentration of organic matter is higher than a predetermined concentration), the flow rate is small. If the water to be treated is clean (the concentration of organic matter is lower than the predetermined concentration), the flow rate is low. Do more.

【0046】ここで,被処理水の通水流量の調整の仕方
について説明する。流量調整弁36の弁開度と被処理水
の揚水量との関係は,流量調整弁36の弁開度と空気噴
出口26から噴出される空気流量の関係,および,空気
噴出口26から噴出される空気流量とエアリフトにより
揚水される被処理水の揚水量の関係をあらかじめ求めて
おくことにより求められる。したがって,この弁開度と
被処理水の揚水量の関係をコントローラ37に記憶させ
ておき,前述のステップS5において算出した通水流量
に一致する揚水量に対応する流量調整弁36の弁開度を
読み出し,その弁開度となるように,流量調整弁36の
弁開度を調整する。
Here, how to adjust the flow rate of the water to be treated will be described. The relationship between the valve opening of the flow control valve 36 and the amount of water to be treated is the relationship between the valve opening of the flow control valve 36 and the flow rate of air ejected from the air outlet 26, and the relationship between the valve opening and the air outlet 26. The relationship between the flow rate of the supplied air and the amount of water to be treated to be pumped by the air lift is obtained in advance. Therefore, the relationship between the valve opening and the pumping amount of the water to be treated is stored in the controller 37, and the valve opening of the flow control valve 36 corresponding to the pumping amount corresponding to the flow rate calculated in step S5 described above. Is read, and the valve opening of the flow rate adjusting valve 36 is adjusted so as to have the valve opening.

【0047】さらに,長期間浄化処理を行い,処理部1
5内で増殖した好気性微生物あるいは好気性微生物が分
解し生成した物質や処理部15内の被処理水内に含まれ
る浮遊物等により処理部15の目詰まりが進み,目標と
する浄化性能が得られない場合には処理部15の洗浄を
行う。この処理部15の洗浄(逆洗)の時期は,例え
ば,別途設けた圧力センサにより検出した揚水管体18
内で,かつ空気噴出口26よりも上流における被処理水
の吸い込み圧力があらかじめ設定した圧力値以上になっ
たときとしたり,またタイマを設け,このタイマにより
一定期間浄化を行ったときとするなどの方法により求め
る。
Further, a cleaning process is performed for a long time,
The clogging of the processing unit 15 progresses due to the aerobic microorganisms grown in 5 or the substances generated by the decomposition of the aerobic microorganisms and the suspended matter contained in the water to be treated in the processing unit 15, and the target purification performance is reduced. If not obtained, the processing section 15 is washed. The cleaning (backwashing) time of the processing unit 15 is determined by, for example, the pumping pipe 18 detected by a pressure sensor provided separately.
When the suction pressure of the water to be treated within the chamber and upstream of the air outlet 26 is equal to or higher than a preset pressure value, or when a timer is provided to perform purification for a certain period by the timer. It is determined by the method described above.

【0048】上記のような方法で処理部15の洗浄時期
かどうかを判断し(ステップS7),まだ処理部15の
洗浄を行わなくてよいと判断される場合は,ステップS
4に戻り,被処理水の有機物濃度の測定,および,それ
により決定される通水流量の調整を繰り返す。
It is determined whether or not it is time to clean the processing unit 15 by the above-described method (step S7). If it is determined that the processing unit 15 does not need to be cleaned yet, step S7 is performed.
Returning to step 4, the measurement of the organic matter concentration of the water to be treated and the adjustment of the flow rate of water determined thereby are repeated.

【0049】ステップS7において,処理部15の洗浄
を行うと判断した場合は,コンプレッサ35の空気供給
通路が連結管25に接続されるように切換弁34を切り
換える(ステップS8)。それによって,コンプレッサ
35から連結管25に供給された圧縮空気は,洗浄ノズ
ル23の空気噴出孔24から噴出され,気泡となって,
該洗浄ノズル23の上側の下板部4bの流入孔5から処
理部15内に入り,処理部15内を上方に移動する。こ
の気泡の移動による衝撃等で,処理部15を構成する木
炭14に振動が生じる。この振動や衝撃により,洗浄処
理を行なうことで処理部15内で増殖した好気性微生物
あるいは好気性微生物が分解し生成した物質や処理部1
5内の被処理水内に含まれる浮遊物等が木炭14から剥
離等され,気泡の移動で生じる水流で空気とともに処理
部15内を上昇し,主として上側の上板部4aの流入孔
5を通過して処理部15の外側に排出される。このよう
にして処理部15が洗浄される。
If it is determined in step S7 that the processing section 15 is to be cleaned, the switching valve 34 is switched so that the air supply passage of the compressor 35 is connected to the connecting pipe 25 (step S8). As a result, the compressed air supplied from the compressor 35 to the connection pipe 25 is ejected from the air ejection holes 24 of the washing nozzle 23 and becomes bubbles.
It enters the processing section 15 through the inflow hole 5 of the lower plate section 4b above the cleaning nozzle 23, and moves upward in the processing section 15. Vibration occurs in the charcoal 14 constituting the processing unit 15 due to an impact or the like due to the movement of the bubble. The aerobic microorganisms or the aerobic microorganisms decomposed and produced by the aerobic microorganisms proliferated in the processing unit 15 by performing the cleaning process by the vibration or the shock due to the cleaning process.
Floating substances and the like contained in the water to be treated in the water 5 are separated from the charcoal 14 and rise in the processing section 15 together with the air by the water flow generated by the movement of the bubbles. It passes through and is discharged outside the processing unit 15. Thus, the processing unit 15 is cleaned.

【0050】次に,洗浄タイマtをリセットし(ステッ
プS9),その後洗浄タイマtをスタートする(ステッ
プ10)。あらかじめ設定された洗浄時間t1が経過し
た否かすなわちt>t1であるか否かを判定する(ステ
ップS11)。
Next, the cleaning timer t is reset (step S9), and thereafter the cleaning timer t is started (step 10). It is determined whether or not a preset cleaning time t 1 has elapsed, that is, whether or not t> t 1 (step S11).

【0051】ステップS11において,t>t1を満た
さない場合は,タイマtの値を加算し,ステップS11
に戻って,処理部15の洗浄を続ける。
If t> t 1 is not satisfied in step S11, the value of the timer t is added, and
And the cleaning of the processing unit 15 is continued.

【0052】ステップS11において,t>t1を満た
す場合は,処理部15の洗浄を終了する。すなわち,コ
ンプレッサ35が連結管25に接続されるように切換弁
34を切り換え(ステップS12),ステップS4に戻
り,再び被処理水の有機物濃度の測定,および,それに
より決定される通水流量の調整を行う。
If t> t 1 is satisfied in step S11, the cleaning of the processing section 15 is terminated. That is, the switching valve 34 is switched so that the compressor 35 is connected to the connecting pipe 25 (step S12), and the process returns to step S4, where the concentration of the organic matter in the water to be treated is measured again, and the flow rate of the flow rate determined thereby is determined. Make adjustments.

【0053】以上の制御を行うことにより,浄化処理し
ようとする被処理水の水域2の有機物濃度に係らず,処
理部15に一定の有機物量を流入させることとなり,処
理部15内の微生物の浄化能力に見合った有機物量とす
ることができる。そのため,処理部15の処理能力より
も過大な負荷をかけたり,反対に,微生物が生存するの
に必要な有機物量を確保できなかったりすることがな
く,処理部15内の微生物による浄化処理を良好に行な
わせることになり,浄化装置の浄化能力を充分に発揮さ
せ,効率的に被処理水の浄化処理を行なうことができ
る。
By performing the above control, a certain amount of organic matter flows into the processing unit 15 irrespective of the concentration of organic matter in the water area 2 of the water to be treated for purification. The amount of organic substances can be adjusted to the purification ability. Therefore, there is no need to apply a load greater than the processing capacity of the processing unit 15 or conversely, it is not possible to secure an amount of organic substances necessary for the microorganisms to survive. As a result, the purification capacity of the purification device can be sufficiently exhibited, and the purification treatment of the water to be treated can be performed efficiently.

【0054】また,常に処理部15に流入する有機物量
が一定であるため,処理部15の目詰まりの進行具合も
予測しやすく,よって,処理部15を適切な時期に洗浄
することができる。
Further, since the amount of organic matter flowing into the processing unit 15 is always constant, the progress of the clogging of the processing unit 15 can be easily predicted, so that the processing unit 15 can be cleaned at an appropriate time.

【0055】さらに,同様に,常に処理部15に流入す
る有機物量が一定であるため,水質浄化装置1において
浄化処理される有機物量(すなわち,浄化装置の性能)
の予測も容易となり,有機物汚濁の流入の状況等のデー
タと組み合わせることにより,処理水域2の水質の変化
を把握することができる。
Further, similarly, since the amount of organic matter flowing into the treatment section 15 is always constant, the amount of organic matter to be purified in the water purification device 1 (ie, the performance of the purification device)
It is also easy to predict the water quality of the treated water area 2 by combining it with data such as the state of inflow of organic pollutants.

【0056】また,上述の説明では,有機物濃度検出セ
ンサ40により検出される有機物濃度は,浄化対象とな
る水域2の生物化学的酸素要求量(BOD)を,有機物
汚濁の指標として用いている。すなわち,有機物濃度検
出センサ40として,固定化微生物膜と溶存酸素電極に
よる微生物電極を用いて,処理部15内に生息する好気
性微生物により分解可能な有機物濃度を測定している
が,これに限られるものではなく,例えば以下のような
方法によってもよい。
In the above description, the organic matter concentration detected by the organic matter concentration detection sensor 40 uses the biochemical oxygen demand (BOD) of the water area 2 to be purified as an index of organic matter pollution. That is, as the organic substance concentration detection sensor 40, the concentration of organic substances decomposable by aerobic microorganisms inhabiting inside the processing unit 15 is measured using a microorganism electrode comprising an immobilized microorganism membrane and a dissolved oxygen electrode. However, for example, the following method may be used.

【0057】すなわち,有機物汚濁の指標として被処理
水の溶存酸素(DO)を用いる。この場合は有機物濃度
検出センサ40としてポーラロ方式のDO測定電極を用
いる。一般的に,DOは汚れがひどい水の場合は低く,
きれいな水の場合は高くなる。よって,DOが低い場合
には通水流量を少なく,DOが高い場合には通水流量を
多くする。
That is, the dissolved oxygen (DO) of the water to be treated is used as an index of the organic matter pollution. In this case, a polar measurement DO measurement electrode is used as the organic substance concentration detection sensor 40. In general, DO is low in very dirty water,
Higher for clean water. Therefore, when DO is low, the flow rate is small, and when DO is high, the flow rate is high.

【0058】また,水温によりDOの飽和値は変化する
ため,上述のように,有機物濃度検出センサ40として
DO測定電極を用いるほかに,水温計42を設け被処理
水の水温を測定する。それによって,DO飽和百分率を
求めることができ,このDO飽和百分率を有機物汚濁の
指標として用いることもできる。この場合もDOを有機
物汚濁の指標として用いる場合の制御と同様に,DO飽
和百分率が低い場合には通水流量を少なく,DO飽和百
分率が高い場合には通水流量を多くする。
Further, since the DO saturation value changes depending on the water temperature, as described above, in addition to using the DO measuring electrode as the organic substance concentration detecting sensor 40, a water temperature meter 42 is provided to measure the temperature of the water to be treated. As a result, the DO saturation percentage can be obtained, and this DO saturation percentage can be used as an index of organic matter pollution. In this case as well, similarly to the control in the case where DO is used as an indicator of organic matter pollution, the flow rate is reduced when the DO saturation percentage is low, and the flow rate is increased when the DO saturation percentage is high.

【0059】さらに,有機物汚濁の指標として水素イオ
ン濃度(pH)を用いてもよい。この場合は有機物濃度
検出センサ40としてpH電極を用いる。一般にpHは
アオコなどが発生した水においては大きく(アルカリ性
側に寄る),きれいな水では7程度となる(中性)とい
った,pHと有機物濃度の相関関係をコントローラ37
に入力させておく。これより,pHが大きく水がアルカ
リ性の場合には通水流量を少なく,水が中性の場合には
通水流量を多くする。
Further, a hydrogen ion concentration (pH) may be used as an index of organic matter contamination. In this case, a pH electrode is used as the organic substance concentration detection sensor 40. In general, the controller 37 determines the correlation between the pH and the concentration of organic substances such that the pH is large in water in which blue water and the like are generated (toward the alkaline side), and is about 7 in neutral water (neutral).
To be entered. Thus, when the pH is large and the water is alkaline, the flow rate is reduced, and when the water is neutral, the flow rate is increased.

【0060】また,本実施例においては,駆動装置30
は図3に示すような構成として流量調整弁36の弁開度
により処理部15に流入する被処理水の流量を調整する
ようにしたが,図5に示すような構成としてもよい。す
なわち,流量調整弁36を設けず,被処理水の流量の調
整はコントローラ37によりコンプレッサ35に供給す
る電圧を調整することにより行なう。それによって,流
量調整弁36を設けることなく,電気的制御のみで上記
実施例と同様の効果を得ることができる。
In this embodiment, the driving device 30
Although the configuration shown in FIG. 3 adjusts the flow rate of the water to be treated flowing into the processing section 15 by the valve opening of the flow rate adjustment valve 36, the configuration shown in FIG. 5 may be used. That is, the flow rate of the water to be treated is adjusted by adjusting the voltage supplied to the compressor 35 by the controller 37 without providing the flow rate adjusting valve 36. Thus, the same effect as in the above embodiment can be obtained only by electrical control without providing the flow rate adjusting valve 36.

【0061】この場合は,コンプレッサ35に供給する
電圧と空気噴出口26から噴出される空気流量の関係,
および,空気噴出孔口26から噴出される空気流量とエ
アリフトにより揚水される被処理水の揚水量の関係をあ
らかじめ求めておくことにより,コンプレッサ35に供
給する電圧と被処理水の揚水量が求められる。このコン
プレッサ35に供給する電圧と被処理水の揚水量の関係
をコントローラ37に記憶させておくことにより,任意
の揚水量となるようにコンプレッサ35に供給する電圧
を設定することができる。
In this case, the relationship between the voltage supplied to the compressor 35 and the flow rate of the air jetted from the air jet port 26,
In addition, the relationship between the flow rate of the air ejected from the air ejection port 26 and the amount of the water to be treated pumped by the air lift is determined in advance, so that the voltage supplied to the compressor 35 and the amount of the water to be treated are determined. Can be By storing the relationship between the voltage supplied to the compressor 35 and the pumping amount of the water to be treated in the controller 37, the voltage supplied to the compressor 35 can be set to an arbitrary pumping amount.

【0062】なお,本実施例では被処理水の有機物濃度
に応じて,処理部15内に流入する被処理水の通水流量
を調整するようにしたが,浄化処理しようとする被処理
水の有機物濃度が所定の有機物濃度に達するまでは,処
理部内に流入する被処理水の流量を一定に設定するよう
な制御としても構わない。すなわち,被処理水の有機物
濃度がしきい値よりも低い場合は,処理部内に流入する
被処理水の流量を所定の高い流量とし,しきい値を超え
た場合は,処理部内に流入する被処理水の流量を前記所
定の高い流量よりも低くするような設定とすることによ
り,浄化処理を有効に行なわせるようにしてもよい。
In this embodiment, the flow rate of the water to be treated flowing into the processing section 15 is adjusted according to the concentration of the organic matter in the water to be treated. Until the organic substance concentration reaches a predetermined organic substance concentration, the control may be such that the flow rate of the water to be treated flowing into the processing section is set to be constant. That is, when the organic matter concentration of the water to be treated is lower than the threshold value, the flow rate of the water to be treated flowing into the processing section is set to a predetermined high flow rate. By setting the flow rate of the treated water to be lower than the predetermined high flow rate, the purification process may be effectively performed.

【0063】また,本実施例においては,コンプレッサ
35,空気噴出管21,揚水管体18を用いて,エアリ
フトポンプにより処理部15に被処理水を流入させる例
について説明したが,エアリフトポンプでなくとも流量
調整のできるポンプであればよく,例えば,水中ポンプ
のようなものでもよい。この場合,上述のようにコント
ローラ37から供給する電圧を変化させる等の手段によ
り被処理水の流量調整を行う。
In this embodiment, an example has been described in which the water to be treated flows into the processing section 15 by the air lift pump using the compressor 35, the air ejection pipe 21, and the water pumping pipe 18. Any pump may be used as long as it can adjust the flow rate. For example, a pump such as a submersible pump may be used. In this case, the flow rate of the water to be treated is adjusted by means such as changing the voltage supplied from the controller 37 as described above.

【0064】また,本実施例においては,1個の立方体
の浄化処理ユニット3を水底2bに固定する水質浄化装
置について説明したが,浄化処理ユニット3の形状が立
方体以外の場合や2個以上の浄化処理ユニット3を持つ
場合,また,浄化処理ユニット3自体を浮き等で水域に
浮かす形式の水質浄化装置に適用できることは言うまで
もない。
Further, in this embodiment, the water purification device in which one cubic purification unit 3 is fixed to the water bottom 2b has been described. However, when the shape of the purification unit 3 is other than a cube, or when two or more It is needless to say that the present invention can be applied to a water purification apparatus of a type in which the purification processing unit 3 is provided and the purification processing unit 3 itself is floated in a water area by floating or the like.

【0065】[0065]

【発明の効果】以上詳述したように,本発明の水質浄化
装置によれば,浄化処理しようとする被処理水の有機物
濃度が高い場合は,処理部を通過する通水流量を遅く
し,また反対に被処理水の有機物濃度が低い場合は,処
理部を通過する通水流量を早めることにより,処理部内
の微生物による浄化能力を充分に発揮させ,効率的に被
処理水の浄化処理を行なうことができる。
As described above in detail, according to the water purification apparatus of the present invention, when the organic matter concentration of the water to be purified is high, the flow rate of the water passing through the treatment section is reduced, On the other hand, when the concentration of organic matter in the water to be treated is low, the flow rate of water passing through the treatment section is increased so that the purification ability of microorganisms in the treatment section can be sufficiently exhibited, and the treatment of the treatment water can be efficiently performed. Can do it.

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

【図1】本発明の第1の実施の形態の水質浄化装置1の
浄化処理ユニット3を示す側断面図である。
FIG. 1 is a side sectional view showing a purification processing unit 3 of a water purification apparatus 1 according to a first embodiment of the present invention.

【図2】本発明の第1の実施の形態の水質浄化装置1の
浄化処理ユニット3のA−A’断面図である。
FIG. 2 is a sectional view taken along the line AA ′ of the purification processing unit 3 of the water purification apparatus 1 according to the first embodiment of the present invention.

【図3】本発明の水質浄化装置の第1の実施の形態の駆
動装置等を示すブロック図である。
FIG. 3 is a block diagram showing a driving device and the like of the first embodiment of the water purification device of the present invention.

【図4】本発明の水質浄化装置の第1の実施の形態のコ
ントローラの制御内容を示すフローチャートである。
FIG. 4 is a flowchart showing control contents of a controller of the water purification apparatus according to the first embodiment of the present invention.

【図5】本発明の水質浄化装置の第1の実施の形態の駆
動装置等の変形例を示すブロック図である。
FIG. 5 is a block diagram showing a modified example of the driving device and the like of the first embodiment of the water purification device of the present invention.

【符号の説明】[Explanation of symbols]

1 水質浄化装置 3 水質浄化ユニット 12 集水部 15 処理部 18 揚水管体 35 コンプレッサ 36 流量調整弁 37 コントローラ 40 有機物濃度検出センサ DESCRIPTION OF SYMBOLS 1 Water purification apparatus 3 Water purification unit 12 Water collecting part 15 Processing part 18 Pumping pipe 35 Compressor 36 Flow control valve 37 Controller 40 Organic substance concentration detection sensor

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】通過する被処理水を浄化処理する処理部
と,該処理部を通過するよう被処理水に水流を発生させ
る通水手段とからなり,前記処理部内に生存する微生物
を用いて前記被処理水を浄化する水質浄化装置におい
て,前記被処理水の有機物濃度を検出する有機物濃度検
出手段と,該有機物濃度検出手段により検出された有機
物濃度により,該有機物濃度の高低に応じて,前記処理
部を通過する被処理水の通水量を増減するように,前記
通水手段による被処理水の通水量を制御する通水量制御
手段を設けたことを特徴とする水質浄化装置。
1. A treatment section for purifying treated water passing therethrough, and a water passing means for generating a water flow in the treated water so as to pass through the treatment section, using microorganisms living in the treatment section. In the water purification device for purifying the water to be treated, an organic substance concentration detecting means for detecting an organic substance concentration of the water to be treated, and an organic substance concentration detected by the organic substance concentration detecting means, A water quality purifying apparatus, further comprising a water flow rate control means for controlling a flow rate of the water to be treated by the water flowing means so as to increase or decrease the flow rate of the water to be treated passing through the processing section.
JP33301199A 1999-11-24 1999-11-24 Water cleaner Pending JP2001149973A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33301199A JP2001149973A (en) 1999-11-24 1999-11-24 Water cleaner

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33301199A JP2001149973A (en) 1999-11-24 1999-11-24 Water cleaner

Publications (1)

Publication Number Publication Date
JP2001149973A true JP2001149973A (en) 2001-06-05

Family

ID=18261300

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33301199A Pending JP2001149973A (en) 1999-11-24 1999-11-24 Water cleaner

Country Status (1)

Country Link
JP (1) JP2001149973A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008000690A (en) * 2006-06-22 2008-01-10 Ntt Facilities Inc Power integrated filter and power integrated filter system containing it

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008000690A (en) * 2006-06-22 2008-01-10 Ntt Facilities Inc Power integrated filter and power integrated filter system containing it

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