JP2500113B2 - Purification treatment equipment - Google Patents

Purification treatment equipment

Info

Publication number
JP2500113B2
JP2500113B2 JP5333589A JP33358993A JP2500113B2 JP 2500113 B2 JP2500113 B2 JP 2500113B2 JP 5333589 A JP5333589 A JP 5333589A JP 33358993 A JP33358993 A JP 33358993A JP 2500113 B2 JP2500113 B2 JP 2500113B2
Authority
JP
Japan
Prior art keywords
water
treated
water collecting
pipe
purification treatment
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP5333589A
Other languages
Japanese (ja)
Other versions
JPH07185579A (en
Inventor
賢策 安部
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.)
TOYO EKO RISAACHI KK
Original Assignee
TOYO EKO RISAACHI KK
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 TOYO EKO RISAACHI KK filed Critical TOYO EKO RISAACHI KK
Priority to JP5333589A priority Critical patent/JP2500113B2/en
Publication of JPH07185579A publication Critical patent/JPH07185579A/en
Application granted granted Critical
Publication of JP2500113B2 publication Critical patent/JP2500113B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、例えば湖沼、池、ダ
ム、溜池などの閉鎖性水域において、木炭に担持された
微生物により汚水の浄化処理を行う浄化処理装置に関す
る。
The present invention relates, for example lakes, ponds, dams, in any closed water of reservoir pond, relates purification processing apparatus for purification treatment of wastewater by microorganisms supported on charcoal.

【0002】[0002]

【従来の技術】一般に、水の流動が少なく長期間水が滞
留したままとなる、例えば湖沼、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
では、アオコなどの藻類が発生し、また、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
いく。特に、夏期においては、これらのような水質汚染
が顕著に生じ悪臭が発生する。
2. Description of the Related Art Generally, in closed water bodies such as lakes, ponds, dams, and ponds, where the flow of water is small and the water stays for a long period of time, water blooms such as water bombs are present near water surfaces where the oxygen concentration is relatively high. In the vicinity of the bottom where the oxygen concentration is low, carcasses of algae such as blue-green algae and various creatures decay and accumulate as sludge on the bottom, and water pollution proceeds. Particularly in the summer, water pollution such as these occurs remarkably and an offensive odor is generated.

【0003】このため、閉鎖性水域における水質汚染の
防止方法として、従来、閉鎖性水域の上部および中部の
水を噴水および攪拌により酸素を供給して、閉鎖性水域
の自己浄化作用である微生物によってアオコなどの藻類
や有機性汚泥などを酸化分解したり、濾過装置により分
離したり、微生物を担持する多孔質セラミックス材料な
どを充填した充填層を設けた装置を閉鎖性水域近傍に設
置し、この充填層に酸素を曝気しつつポンプにて流過さ
せて酸化分解するなど、様々な浄化装置が知られてい
る。
[0003] Therefore, as a method for preventing water pollution in closed water area, conventionally, oxygen supplies by fountains and stirring the top and middle of the water of the closed water area, closed-water area
Microorganisms, which are the self-purifying action of microorganisms, oxidize and decompose algae such as blue water and organic sludge, separate them with a filtration device, and close devices equipped with a packed layer filled with a porous ceramic material carrying microorganisms. Various purification devices are known, for example, installed in the vicinity of a water body and oxidatively decomposed by passing a pump through the packed bed while aerating oxygen.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、例えば
公園の人口池などの容積の小さい閉鎖性水域において
は、噴水や攪拌などでは効果を奏することがあるが、湖
沼やダムなどの容積の大きい閉鎖性水域では、単なる噴
水や攪拌によって酸素を供給し微生物にて酸化分解して
浄化することは非常に困難である。また、濾過装置では
溶解性の有機物質は分離できず、実質的な浄化処理を行
えない。
However, for example, in a closed water area with a small volume such as an artificial pond in a park, a fountain or agitation may be effective, but with a large volume such as a lake or a dam. In the water area, it is very difficult to supply oxygen by simple fountain and stirring to oxidize and decompose by microorganisms for purification. In addition, the filtering device cannot separate the soluble organic substance, and cannot substantially purify it.

【0005】一方、充填層を設けた曝気式の浄化装置に
よる浄化処理においては、水域外の陸地に別途設備を設
置するスペースが必要となり、特にダムなどの場合に
は、水面近傍の岸辺の傾斜が大きく、設置スペースを確
保できないとともに、美観を損なう。
On the other hand, in the purification treatment by the aeration type purification device provided with a packed bed, a space for separately installing equipment is required on the land outside the water area, and particularly in the case of a dam, the slope of the shore near the water surface is inclined. Is large, and installation space cannot be secured, and aesthetics are spoiled.

【0006】さらに、充填層として多孔質セラミックス
材料を用いるものについては、多孔質セラミックス材料
の製造上および強度上、気孔率および比表面積の増大に
制限があり、単位重量辺りの微生物の担持量に限界があ
り、微生物の担持量を増大するために、多孔質セラミッ
クス材料を多量に用いる必要があり、装置が大型化す
る。
Further, in the case of using a porous ceramic material as the filling layer, there is a limit to the increase in porosity and specific surface area in terms of production and strength of the porous ceramic material, and the amount of microorganisms carried per unit weight is limited. Since there is a limit, it is necessary to use a large amount of porous ceramics material in order to increase the amount of microorganisms supported, and the device becomes large.

【0007】また、浄化処理設備の運転や保守管理など
の費用も高価である。
Also, the cost of operating and maintaining the purification treatment facility is high.

【0008】さらに、木炭や活性炭などを用いて被処理
水を処理する処理装置も知られているが、木炭や活性炭
の吸着性にて処理するものは、適宜木炭や活性炭を交換
しなければならず、保守管理が煩雑であるとともにコス
トが増大する。また、木炭や活性炭に微生物を担持して
処理するものは、被処理水を微生物にて確実に浄化処理
するためには、微生物との接触時間を長くする必要があ
り、装置が大型化し、広域の設置スペースを必要とする
問題がある。
Further, a treatment device for treating water to be treated using charcoal or activated carbon is also known, but for charcoal or activated charcoal adsorbent, charcoal or activated carbon must be replaced as appropriate. Therefore, maintenance is complicated and the cost is increased. In the case of treating charcoal or activated carbon with microorganisms supported, it is necessary to prolong the contact time with microorganisms in order to surely purify the water to be treated with microorganisms. There is a problem that requires an installation space.

【0009】本発明は、上記問題点に鑑みなされたもの
で、構造が簡単で設置スペースを必要とせず、安価で容
易に効率よく浄化処理できる浄化処理装置を提供するこ
とを目的とするものである。
The present invention has been made in view of the above problems, and an object of the present invention is to provide a purification treatment apparatus that is simple in structure, does not require an installation space, and is inexpensive and can perform purification treatment easily and efficiently. is there.

【0010】[0010]

【課題を解決するための手段】請求項1記載の浄化処理
装置は、被処理水が流通可能な通水孔が複数穿設された
長手筒状の集水体、この集水体を収容し前記被処理水が
流通可能な集水孔が複数設けられた収容体、前記集水体
および前記収容体の間に設けられ微生物を担持する木炭
を有する処理層、前記収容体に設けられ前記集水体の一
端縁に連続する流通孔、および、前記流通孔に連通して
前記収容体に取り付けられる本管を備え、前記通水孔の
間隔寸法が前記処理層の厚さ寸法と略同寸法である浄化
処理ユニットと、この浄化処理ユニットを前記集水体の
長手軸方向を前記被処理水の水面に対し略平行に前記被
処理水の水面近傍に支持する浮き体と、前記本管が接続
され前記集水体に集水される前記被処理水を前記流通孔
を介して流通させるポンプとを具備したものである。
A purification treatment apparatus according to a first aspect of the present invention accommodates a water collecting body in the form of a long tube having a plurality of water passage holes through which water to be treated can flow , and the water collecting body. A container provided with a plurality of water collecting holes through which the water to be treated can flow , the water collecting body
And charcoal which is provided between the containers and carries microorganisms
A treatment layer having, a flow hole provided in the container and continuous to one end edge of the water collecting body , and communicating with the flow hole.
A main pipe attached to the container,
Purification in which the space dimension is approximately the same as the thickness dimension of the treatment layer
The treatment unit and the purification treatment unit of the water collecting body
A floating body for supporting a longitudinal surface of the water near the substantially parallel to the water to be treated to the water surface of the water to be treated, the flow of the water to be treated the mains is connected is the water collecting in the water collecting body And a pump which circulates through the hole.

【0011】請求項2記載の浄化処理装置は、請求項1
記載の浄化処理装置において、ポンプの排水口に下端
処理水の閉鎖性水域底部に向けて導出する排水管が
接続されたものである。
According to a second aspect of the present invention, there is provided the purification processing apparatus of the first aspect.
In the purification treatment device described, the lower end is located at the drain port of the pump.
The drainage pipe is connected to the bottom of the closed water area of the treated water.

【0012】[0012]

【作用】請求項1記載の浄化処理装置は、集水孔を複数
設けた収容体内に通水孔を複数穿設した長手筒状の集水
体を収容し、集水体および収容体の間に木炭を有し通水
孔の間隔寸法と略同厚さ寸法の処理層を設けた二重管構
造の浄化処理ユニットを、浮き体にて集水体の長手軸方
向を水面に対して略平行水面近傍に支持し、溶存酸素
量が多い水面近傍の被処理水をポンプにて収容体の集水
孔を介して集水体と収容体との間に設けた微生物を担持
する安価な木炭を有する処理層にて微生物に酸素を供給
しつつ浄化処理して、通水孔から集水体に集水するた
め、閉鎖性水域の被処理水を抜き出して浄化処理する必
要がなく、浮き体にて水面近傍に支持するのみで設置ス
ペースを必要とせず施工性が向上するとともに、簡単な
構造で被処理水が処理層内で偏って流通せず酸素が供給
され木炭に担持された微生物にて効率よく浄化処理さ
れ、例えば水面近傍に発生する藻類確実に捕捉されて
処理され、安価で容易に浄化処理効率が増大する。
The purifying apparatus according to claim 1 has a plurality of water collecting holes.
The water passing hole accommodates a plurality bored the longitudinal tubular catchment body provided containment body, water flow has a charcoal between the water collecting body and the housing body
Double pipe structure provided with a treatment layer of approximately the same thickness as the hole spacing
Using a floating body, the purification treatment unit of the structure is in the longitudinal axis direction of the water collecting body.
Direction and supported on the surface of the water near substantially parallel to the water surface, dissolved oxygen
A large amount of water to be treated near the surface of the water is pumped through the water collection holes of the container to provide oxygen to the microorganisms in the treatment layer having inexpensive charcoal for supporting the microorganisms provided between the water collector and the container. Supply
And purification treatment with, for collecting the water collecting body from water passing hole, 必to purification treatment by extracting the water to be treated in a closed-water area
No necessity, together with the construction stage of not require installation space only by supporting the water surface near improved by floating bodies, oxygen not distributed unevenly water to be treated in the processing layer is provided with a simple structure
Efficient purification treatment with microorganisms carried on charcoal
It is, algae occurring for example on the water surface near is securely caught
Treated , cheap and easily increase purification treatment efficiency.

【0013】請求項2記載の浄化処理装置は、請求項1
記載の浄化処理装置において、例えば水面近傍の溶存酸
素量が多い被処理水を、ポンプにて収容体の集水孔を介
して集水体と収容体との間に設けた微生物を担持する安
価な木炭を有する処理層にて酸素を供給しつつ浄化処理
しつつ、通水孔から集水体に集水し、流通孔から本管を
介して吸水した処理水を排水口を介して排水管から被処
理水の閉鎖性水域底部に排水するため、例えば水面近
傍に発生する藻類確実に捕捉され処理されるととも
閉鎖性水域に還流が生じ水域の自己浄化作用が活
性化して、浄化処理効率が向上する。
The purification treatment apparatus according to claim 2 is the same as that according to claim 1.
In the purification treatment device described, for example, water to be treated with a large amount of dissolved oxygen in the vicinity of the water surface is inexpensive to carry microorganisms provided between the water collecting body and the containing body via a water collecting hole of the containing body by a pump. While purifying while supplying oxygen in the treatment layer containing charcoal, the treated water collected from the water holes to the water collecting body and absorbed from the circulation holes through the main pipe is discharged from the drain pipe through the drain port. for draining the bottom of the closed water area of the treated water, for example, algae occurring on the water surface near when processed is surely caught together
In addition, reflux occurs in the closed water area and the self-cleaning action of the water area is activated, and the purification treatment efficiency is improved.

【0014】[0014]

【実施例】以下、本発明の浄化処理装置の一実施例を図
面を参照して説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the purification processing apparatus of the present invention will be described below with reference to the drawings.

【0015】図1において、11は閉鎖性水域としての湖
沼で、この湖沼11の水面近傍には、浄化処理装置本体12
が設けられている。また、浄化処理装置本体12は、浄化
処理ユニット13と、この浄化処理ユニット13を水面近傍
に支持する浮き体36と、浄化処理ユニット13に接続され
たポンプ14とから構成されている。
In FIG. 1, reference numeral 11 denotes a lake as a closed water area, and a purification treatment apparatus main body 12 is provided near the water surface of the lake 11.
Is provided. Further, the purification processing apparatus main body 12 includes the purification processing unit 13 and the purification processing unit 13 near the water surface.
And a pump 14 connected to the purification processing unit 13.

【0016】そして、この浄化処理ユニット13は、図2
ないし図4に示すように、ステンレス製や塩化ビニル製
などの非腐食性の部材や非腐食処理された鋼板などに
て、直径が例えば60〜100cmの円筒状に収容体とし
ての筒体15が形成され、この筒体15の外周面には、無数
の集水孔16が穿設されている。
The purification processing unit 13 is shown in FIG.
As shown in FIG. 4, a non-corrosive member such as stainless steel or vinyl chloride or a non-corroded steel plate has a cylindrical body 15 as a container having a diameter of, for example, 60 to 100 cm. Innumerable water collecting holes 16 are formed on the outer peripheral surface of the cylindrical body 15 formed.

【0017】さらに、浄化処理ユニット13の長手方向の
一端面は、無数の集水孔16が穿設された端板17にて閉塞
されている。また、浄化処理ユニット13の長手方向の他
端面には、略中央に略円形の流通孔18が穿設され、無数
の集水孔16が穿設された環状の環端板19が設けられてい
る。さらに、筒体15の中心軸には、集水体としての集水
管21が内包されている。
Further, one end face in the longitudinal direction of the purification processing unit 13 is closed by an end plate 17 having an innumerable water collecting holes 16 formed therein. Further, on the other end face in the longitudinal direction of the purification processing unit 13, a substantially circular flow hole 18 is provided at a substantially central portion, and an annular ring end plate 19 provided with innumerable water collecting holes 16 is provided. There is. Further, a water collecting pipe 21 as a water collecting body is included in the central axis of the cylindrical body 15.

【0018】そして、この集水管21は、塩化ビニル製の
例えば直径50〜200mmの円筒状の管体22にて形成さ
れ、この管体22の一端がキャップ体23にて閉塞されてい
る。また、この集水管21は、外周面に所定の間隔で例え
ば10mm程度の径の湖沼11の被処理水25が流通可能な通
水孔26が複数穿設されている。
The water collecting pipe 21 is formed by a cylindrical pipe body 22 made of vinyl chloride and having a diameter of, for example, 50 to 200 mm, and one end of the pipe body 22 is closed by a cap body 23. Further, the water collecting pipe 21 has a plurality of water passage holes 26 formed on the outer peripheral surface thereof at a predetermined interval, through which the treated water 25 of the lake and marsh 11 having a diameter of about 10 mm can flow.

【0019】なお、キャップ体23の端面の略中央には、
空気などの気体が流出可能に通孔状に穿設された空気孔
28が形成されている。
Incidentally, in the approximate center of the end face of the cap body 23,
Air holes formed in a through hole shape so that gas such as air can flow out
28 are formed.

【0020】また、集水管21には、通水孔26に異物が閉
塞しないように、集水管21の外径と略同寸法の内径の円
筒形で、例えば5mm程度の網目に組まれた網状の網体30
が嵌合固定されている。
Further, the water collecting pipe 21 has a cylindrical shape having an inner diameter substantially the same as the outer diameter of the water collecting pipe 21 so that foreign matters are not blocked in the water passage holes 26, for example, a net-like structure assembled in a mesh of about 5 mm. Net 30
Are fitted and fixed.

【0021】そして、この集水管21は、キャップ体23に
て閉塞されていない側の一端の内周縁が、環端板19の流
通孔18の縁に連続して取り付けられて、浄化処理ユニッ
ト13が二重管構造に形成されている。
The water collecting pipe 21 has an inner peripheral edge at one end which is not closed by the cap body 23 and which is continuously attached to the edge of the flow hole 18 of the ring end plate 19, so that the purifying unit 13 Are formed in a double tube structure.

【0022】なお、29は仕切板で、この仕切板29は、略
中央を集水管21が貫通するように環状に形成されてい
る。そして、仕切板29は、集水管21が浄化処理ユニット
13の略中心に位置するように、位置決めの作用があると
ともに、浄化処理ユニット13に、後述する木炭32を充填
して処理層33を形成する際に、略均一に木炭32が充填さ
れるように設けられている。
Reference numeral 29 is a partition plate, and the partition plate 29 is formed in an annular shape so that the water collecting pipe 21 penetrates substantially the center thereof. And, the partition plate 29 is a water purification pipe 21
The charcoal 32 has a positioning function so that the charcoal 32 is substantially uniformly filled with the purifying treatment unit 13 when the charcoal 32 described later is filled with the charcoal 32 to form a treatment layer 33. It is provided in.

【0023】さらに、この浄化処理ユニット13は、筒体
15と集水管21との間に、例えばバクテリア、プランクト
ンおよび各種好気性菌などの微生物を担持し集水管21の
通水孔26および筒体15の集水孔16より径大の粒径が10
〜50mmの木炭32が充填されて、処理層33を形成してい
る。なお、木炭32とともに、適宜吸着材として活性炭な
どを混合してもよい。
Further, this purification processing unit 13 has a cylindrical body.
Between the water collecting pipe 21 and the water collecting pipe 21, for example, microorganisms such as bacteria, plankton and various aerobic bacteria are carried, and the diameter is larger than the water collecting hole 26 of the water collecting pipe 21 and the water collecting hole 16 of the cylindrical body 15 . Particle size is 10
~ 50 mm charcoal 32 is filled to form a treated layer 33. In addition to the charcoal 32, activated carbon or the like may be appropriately mixed as an adsorbent.

【0024】なお、浄化処理ユニット13において、筒
15は、集水管21に嵌合する網体30のように細かく編み込
まれた構造のものや透水膜を設けた枠状のものなどでも
い。
In the purification processing unit 13, the cylindrical body
15 also <br/> have good like those of the water collecting pipe 21 is fitted to that of the finely braided structure as the mesh member 30 and water permeable membrane disposed frame shape.

【0025】さらに、集水管21の一端が開口する環端板
19に、内周縁が流通孔18の縁に一致するように、可撓性
を有する本管34に接続されている。
Further, a ring end plate having an opening at one end of the water collecting pipe 21
19, a main pipe 34 having flexibility is connected so that the inner peripheral edge thereof coincides with the edge of the flow hole 18.

【0026】そして、この浄化処理ユニット13は、筒体
15に適宜浮き体36が取り付けられ、長手方向である軸方
向が、湖沼11の水面に対して略平行となるように、浮き
体36にて支持されて水面近傍に配設されている。
The purification processing unit 13 has a cylindrical body.
A floating body 36 is appropriately attached to 15 and is supported by the floating body 36 and disposed near the water surface such that the axial direction, which is the longitudinal direction, is substantially parallel to the water surface of the lake 11.

【0027】なお、通水孔26、集水管21および本管34
は、1本の集水管21の断面積と、この集水管21に穿設さ
れた通水孔26の全開口面積とが略同面積で、かつ、1本
の本管34の断面積と、この本管34に接続される複数の集
水管21の全断面積とが略同面積となるように形成されて
いることが好ましい。また、通水孔26の間隔寸法が、処
理層33の厚さ寸法と略同寸法となるように、通水孔26が
穿設されている。
The water passage hole 26, the water collection pipe 21, and the main pipe 34
The cross-sectional area of one water collecting pipe 21 and the total opening area of the water holes 26 formed in the water collecting pipe 21 are substantially the same, and the cross-sectional area of one main pipe 34 is It is preferable that the plurality of water collecting pipes 21 connected to the main pipe 34 are formed so as to have substantially the same area as the total sectional area. The spacing dimension of water passage holes 26, so as to have a thickness dimension substantially the same dimensions of the treatment layer 33, water passage holes 26 that have been drilled.

【0028】また、集水管21の通水孔26の縁近傍に微生
物が付着してフロック状となる場合には、通水孔26の開
口面積が減少してしまうため、通水孔26の全開口面積が
集水管21の断面積の1.5〜2.3倍となるように形成
する。
In addition, when microorganisms adhere to the vicinity of the edge of the water passage hole 26 of the water collection pipe 21 to form a floc, the opening area of the water passage hole 26 decreases, so that the entire water passage hole 26 is reduced. The opening area is formed to be 1.5 to 2.3 times the cross-sectional area of the water collection pipe 21.

【0029】そして、浄化処理ユニット13は、湖沼11の
一定の場所に漂うように、ワイヤやロープ、アンカなど
にて、位置決め固定してもよい。さらに、木炭32を充填
した処理層33の浮力が大きく、浄化処理ユニット13が水
面に浮き上がってしまう場合には、処理層33として、適
宜木炭32とともに重りとして砂利などを混合して形成し
てもよい。
Then, the purification processing unit 13 may be positioned and fixed by a wire, a rope, an anchor or the like so as to float in a certain place in the lake 11. Furthermore, when the buoyancy of the treatment layer 33 filled with the charcoal 32 is large and the purification treatment unit 13 floats on the water surface, the treatment layer 33 may be formed by appropriately mixing the charcoal 32 with gravel or the like as a weight. Good.

【0030】一方、ポンプ14は、浄化処理ユニット13か
ら導出する本管34が接続される図示しない吸水口、およ
び、吸水した処理水を排水する図示しない排水口が開口
形成されている。また、ポンプ14の上部には、浮き体36
が設けられて、浄化処理ユニット13とともに、湖沼11の
水面近傍に支持されて配設されている。さらに、排水口
には、一端が湖沼11の底部近傍に開口する排水管38が接
続されている。なお、この排水管38は、一端が底部近傍
に位置するように、重りなどを取り付けたり、アンカな
どにて支持固定してもよい。
On the other hand, the pump 14 is formed with a water inlet (not shown) to which the main pipe 34 leading from the purification processing unit 13 is connected, and a water outlet (not shown) for draining the absorbed treated water. In addition, the float 36
Is provided, and is supported and disposed near the water surface of the lake 11 together with the purification processing unit 13. Further, a drain pipe 38 is connected to the drain port, one end of which opens near the bottom of the lake 11. The drain pipe 38 may be attached with a weight or supported and fixed by an anchor or the like so that one end thereof is located near the bottom portion.

【0031】そして、湖沼11の水面近傍の被処理水25が
浄化処理ユニット13にて浄化処理され、本管34を介して
ポンプ14に吸水され、排水管38を介して湖沼11の底部近
傍に排水されて、湖沼11全体が還流するようになってい
る。
Then, the treated water 25 near the water surface of the lake 11 is purified by the purification unit 13, absorbed by the pump 14 via the main pipe 34, and near the bottom of the lake 11 via the drain pipe 38. It is drained so that the entire lake 11 can be returned.

【0032】次に、上記の実施例の施工方法について説
明する。
Next, the construction method of the above embodiment will be described.

【0033】まず、湖沼11の岸近傍に図示しない給電装
置を配設する。そして、図示しない排水口に排水管38を
接続し浮き体36を取り付けたポンプ14に、給電装置から
の電線39を接続する。
First, a power supply device ( not shown) is arranged near the shore of the lake 11. Then, the drain pipe 38 is connected to a drain port (not shown), and the electric wire 39 from the power supply device is connected to the pump 14 to which the floating body 36 is attached.

【0034】次に、あらかじめ形成された浄化処理ユニ
ット13に浮き体36を取り付け、この浄化処理ユニット13
の流通孔18に、本管34の一端を接続するとともに、本管
34の他端をポンプ14の図示しない吸水口に接続し、一体
に浄化処理装置本体12を形成する。
Next, the floating member 36 is attached to the preliminarily formed purification treatment unit 13, and this purification treatment unit 13 is attached.
Connect one end of the main pipe 34 to the circulation hole 18 of
The other end of 34 is connected to a water inlet (not shown) of the pump 14 to integrally form the purification treatment device main body 12.

【0035】そして、この浄化処理装置本体12を、集水
管21の長手軸方向が水面に対して略平行で、排水管38の
一端が湖沼11の底部近傍に開口するように、湖沼11の水
面に浮かべる。
Then, in the purification treatment device main body 12, the water surface of the lake 11 is arranged so that the longitudinal axis direction of the water collection pipe 21 is substantially parallel to the water surface and one end of the drain pipe 38 opens near the bottom of the lake 11. Float on.

【0036】なお、浄化処理ユニット13およびポンプ14
の本管34を介した接続は、水中で行ってもよい。
The purification processing unit 13 and the pump 14
The connection via the main pipe 34 may be performed underwater.

【0037】次に、上記の実施例の浄化処理装置の浄化
処理について説明する。
Next, the purification processing of the purification processing apparatus of the above embodiment will be described.

【0038】まず、ポンプ14を駆動させ、吸水口に接続
する本管34内の水を排水口を介して排水管38から湖沼11
の底部近傍に排水する。
First, the pump 14 is driven so that the water in the main pipe 34, which is connected to the water intake port, is drained from the drain pipe 38 to the lake 11 through the drain port.
Drain near the bottom of the.

【0039】そして、この本管34内の水の吸水により、
湖沼11の被処理水25が、浄化処理ユニット13の筒体15の
集水孔16を介して処理層33を流過し、通水孔26より集水
管21に集水され、本管34を通ってポンプ14に吸水され
る。
Then, by absorbing water in the main pipe 34,
The treated water 25 of the lake 11 flows through the treatment layer 33 through the water collecting holes 16 of the cylindrical body 15 of the purification treatment unit 13, is collected in the water collecting pipe 21 through the water communicating hole 26, and the main pipe 34 is Water is absorbed by the pump 14 through it.

【0040】また、この被処理水25の処理層33の流過
は、木炭32に担持された微生物により被処理水25を効率
よく浄化処理するために、被処理水25が処理層33の厚さ
方向に0.25〜4cm/分、好ましくは1〜2cm/分程
度の速度で流過するように、ポンプ14の吸引量を調整し
たり、あらかじめ、通水孔26および集水管21の径や、通
水孔26の穿設数、浄化処理ユニット13の配設数などを設
定しておく。
The flow of the treated water 25 through the treatment layer 33 is such that the treated water 25 has a thickness of the treatment layer 33 so that the microorganisms carried on the charcoal 32 can efficiently purify the treated water 25. The suction amount of the pump 14 is adjusted so as to flow at a rate of about 0.25 to 4 cm / min, preferably about 1 to 2 cm / min in the vertical direction, or the diameters of the water passage hole 26 and the water collection pipe 21 are preset. Alternatively, the number of water passage holes 26 provided, the number of purification processing units 13 provided, and the like are set.

【0041】なお、処理速度は、0.25cm/分より遅
いと処理量が低下するとともに、木炭32に担持された微
生物に必要な酸素が供給できなくなり、浄化処理効率が
低下する。一方、4cm/分より早いと微生物がアオコな
どの藻類や有機質浮遊物質、溶解性有機物質などを捕捉
できず、そのまま処理されずに流過してしまう問題があ
る。したがって、処理速度は、0.25〜4cm/分、好
ましくは1〜2cm/分に設定される。
When the treatment speed is slower than 0.25 cm / min, the treatment amount decreases, and oxygen required for the microorganisms carried on the charcoal 32 cannot be supplied, so that the purification treatment efficiency decreases. On the other hand, if it is faster than 4 cm / min, there is a problem that the microorganisms cannot capture algae such as blue-green algae, organic floating substances, soluble organic substances, etc., and they are not processed as they are but flowed over. Therefore, the processing speed is set to 0.25 to 4 cm / min, preferably 1 to 2 cm / min.

【0042】そして、この被処理水25の処理層33の流過
の際に、被処理水25は、有機質浮遊物質や溶解性有機物
質などが、木炭32に担持された微生物により分解され、
浄化処理される。
Then, when the treated water 25 flows through the treatment layer 33, the treated water 25 is decomposed by the microorganisms carried on the charcoal 32 such that organic suspended substances and soluble organic substances are decomposed.
Purification processing is performed.

【0043】ところで、特に夏期において、閉鎖性水域
である湖沼11の水面近傍にアオコなどの藻類が発生する
とともに、湖沼11の底部近傍は、被処理水25の溶存酸素
量が低下する。また、この水面近傍の被処理水25は、溶
存酸素量が比較的多く、また、特に藻類であるアオコな
どは酸素を多量に含んでいる。
By the way, especially in the summer, algae such as blue-green algae are generated near the water surface of the lake 11 which is a closed water area, and in the vicinity of the bottom of the lake 11, the amount of dissolved oxygen in the treated water 25 is reduced. Further, the water to be treated 25 near the water surface has a relatively large amount of dissolved oxygen, and particularly, algae such as algae contain a large amount of oxygen.

【0044】このため、十分な酸素が含まれた水面近傍
の被処理水25は、水面近傍に支持した浄化処理ユニット
13の処理層33を流過する際に、水面近傍に発生する酸素
を多量に含んだ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、木炭32に担持された微生物に十
分な酸素を供給しつつ微生物により分解される。
Therefore, the water to be treated 25 near the water surface containing a sufficient amount of oxygen is the purification treatment unit supported near the water surface.
When flowing through the treatment layer 33 of 13, algae such as water-bloom containing a large amount of oxygen generated near the water surface, and organic suspended matter,
Soluble organic substances and the like are decomposed by the microorganisms while supplying sufficient oxygen to the microorganisms carried on the charcoal 32.

【0045】さらに、排水口を介して排水管38から湖沼
11の底部近傍に排水される処理水は、酸素を十分に含ん
でいるとともに、底部近傍の水温より高いため、暖かく
溶存酸素量が多い処理水を湖沼11の底部にまで供給で
き、湖沼11の自浄作用をも活性化できる。なお、湖沼11
の底部近傍の溶存酸素量が低下した被処理水25は、処理
水が湖沼11の底部に排水されることにより、湖沼11全体
に還流が生じて、水面近傍にまで還流し、水面近傍にて
大気から再び酸素を溶存して、浄化処理装置本体12にて
浄化処理される。
Furthermore, from the drain pipe 38 to the lake through the drain port.
The treated water discharged near the bottom of 11 contains sufficient oxygen and is higher than the water temperature near the bottom, so that warm treated water with a large amount of dissolved oxygen can be supplied to the bottom of the lake 11, and It can also activate the self-cleaning action. Lake 11
The treated water 25 in which the amount of dissolved oxygen in the vicinity of the bottom of the lake has decreased is that the treated water is drained to the bottom of the lake 11, so that the entire lake 11 is refluxed, and is refluxed to near the water surface. Oxygen is dissolved again from the atmosphere and is purified by the purification processing apparatus main body 12.

【0046】また、冬期などの場合には、湖沼11の底部
近傍の水温が水面近傍の水温より高いため、湖沼11に生
ずる還流により、底部近傍の暖かい被処理水25が水面近
傍に還流し、浄化処理装置本体12の処理層33を構成する
木炭32に担持された微生物の活動が活発化でき、効率良
く浄化処理できる。
Further, in the winter season, the water temperature near the bottom of the lake 11 is higher than the water temperature near the water surface, so that the warm water to be treated 25 near the bottom is returned to the water surface due to the reflux occurring in the lake 11. The activity of the microorganisms carried on the charcoal 32 forming the treatment layer 33 of the purification treatment device main body 12 can be activated, and the purification treatment can be performed efficiently.

【0047】したがって、上記実施例によれば、水面近
傍に発生するアオコなどの藻類の発生を防止でき、清澄
度を向上することができるとともに、湖沼11の底部にま
で酸素を供給でき、湖沼11全体の水温分布差を低減で
き、自浄作用を活性化して容易に効率良く浄化処理でき
る。
Therefore, according to the above embodiment, it is possible to prevent the generation of algae such as blue-green algae that occur near the surface of the water, improve the clarity, and supply oxygen to the bottom of the lake 11, so that the lake 11 The water temperature distribution difference in the whole can be reduced, and the self-cleaning action can be activated to easily and efficiently perform the purification treatment.

【0048】さらに、湖沼11の被処理水25を抜き出して
浄化処理する浄化処理装置本体12を設置する必要がな
く、水面に浮かべるのみで容易に施工できるとともに、
湖沼11の周辺に設置する必要がなく、美観の損傷も防止
できる。
Furthermore, the treated water 25 of the lake 11 is extracted
It is not necessary to install the purification treatment device main body 12 for purification treatment, and it can be easily installed by just floating it on the water surface,
There is no need to install it around Lake 11 and damage to its beauty can be prevented.

【0049】また、筒体15と集水管21との二重管構造
で、この筒体15と集水管21との間に微生物を担持する木
炭32を充填して処理層33を形成するのみで、簡単な構造
で、浄化処理ユニット13を安価で容易に製造することが
できるとともに、あらかじめ形成した浄化処理ユニット
13を本管34を介してポンプ14に接続するのみで、容易に
施工できる
Further, the double layer structure of the tubular body 15 and the water collecting pipe 21 is used. The charcoal 32 carrying microorganisms is filled between the tubular body 15 and the water collecting pipe 21 to form the treatment layer 33. With a simple structure, the purification treatment unit 13 can be manufactured inexpensively and easily, and a purification treatment unit formed in advance
It is easy to connect 13 to the pump 14 via the main pipe 34.
Can be installed .

【0050】一方、木炭32は、気孔率および比表面積が
極めて大きく、さらに、微生物の生化学的反応に必要な
ナトリウム(Na)、カリウム(K) 、カルシウム(Ca)、マグ
ネシウム(Mg)、鉄(Fe)、銅(Cu)、亜鉛(Zn)などの元素を
含有しているため、木炭32の単位重量辺りの微生物の担
持量が増大し、微生物を良好に担持でき、浄化処理効率
を向上することができる。
On the other hand, the charcoal 32 has extremely large porosity and specific surface area, and further, sodium (Na), potassium (K), calcium (Ca), magnesium (Mg), iron necessary for biochemical reaction of microorganisms. Since it contains elements such as (Fe), copper (Cu), and zinc (Zn), the loading amount of microorganisms per unit weight of the charcoal 32 is increased, the microorganisms can be favorably loaded, and the purification treatment efficiency is improved. can do.

【0051】また、木炭32は、気孔径が活性炭より大き
く、担持される微生物により気孔が閉塞されることも抑
制できるとともに、活性炭に担持可能なバクテリアやプ
ランクトンなどの微生物のほかに、微小動物までも担持
でき、浄化処理効率を向上することができる。
The charcoal 32 has a pore size larger than that of activated carbon, and can prevent the pores from being blocked by the microorganisms carried by the charcoal 32. In addition to microorganisms such as bacteria and plankton that can be carried by the activated carbon, even small animals Can also be carried, and the purification treatment efficiency can be improved.

【0052】さらに、微生物が分解できない無機農薬や
十分処理されていない工場排水などが誤って湖沼11に流
入しても、無機農薬などは木炭32に吸着され湖沼11の生
態系を破壊することも防止できる。
Furthermore, even if an inorganic pesticide that cannot be decomposed by microorganisms or factory wastewater that has not been sufficiently treated accidentally flows into the lake 11, the inorganic pesticide may be adsorbed by the charcoal 32 and destroy the ecosystem of the lake 11. It can be prevented.

【0053】一方、処理層33の厚さ寸法と略同寸法の間
隔で通水孔26を穿設した集水管21にて、処理層33を流過
する被処理水25を集水するため、処理層33内を偏って流
過する被処理水25の路が形成されることを防止でき、被
処理水25と処理層33の木炭32に担持された微生物との接
触効率が向上して、効率よく浄化処理することができ
る。
On the other hand, between the thickness dimension of the treatment layer 33 and substantially the same dimension.
Since the treated water 25 flowing through the treatment layer 33 is collected by the water collection pipe 21 having the water passage holes 26 formed at the intervals, the path of the treated water 25 flowing in the treatment layer 33 is biased. It can be prevented from being formed, the contact efficiency between the water to be treated 25 and the microorganisms carried on the charcoal 32 of the treatment layer 33 is improved, and the purification treatment can be efficiently performed.

【0054】また、集水管21に空気孔28を設けたため、
集水管21中に流入する空気が空気孔28より流出し、集水
管21の全容積を利用でき、効率よく浄化処理することが
できる。
Since the water pipe 21 is provided with the air hole 28,
The air flowing into the water collection pipe 21 flows out from the air holes 28, the entire volume of the water collection pipe 21 can be used, and the purification treatment can be performed efficiently.

【0055】なお、上記実施例において、収容体および
集水体として円筒状の筒体15および集水管21を用いて説
明したが、角状のものなど、いずれの形状のものを用い
ても、同様の効果が得られる。
In the above-mentioned embodiment, the cylindrical body 15 and the water collecting pipe 21 are used as the containing body and the water collecting body, but any shape such as a square shape may be used. The effect of is obtained.

【0056】また、浄化処理ユニット13の一端側に集水
管21の内周縁に連続する流通孔18を設けて説明したが、
浄化処理ユニット13の長手方向の両端に、集水管21の両
端の内周縁に連通する流通孔18を略中央に穿設した環端
板19を設け、複数の浄化処理ユニット13を直列状に接続
しても、同様の効果が得られる。
Further, the description has been given by providing the circulation hole 18 continuous to the inner peripheral edge of the water collection pipe 21 at one end side of the purification processing unit 13,
At both ends of the purification treatment unit 13 in the longitudinal direction, ring end plates 19 each having a through hole 18 communicating with the inner peripheral edges of both ends of the water collection pipe 21 at substantially the center are provided, and a plurality of purification treatment units 13 are connected in series. However, the same effect can be obtained.

【0057】次に、本発明の浄化処理装置の他の実施例
を図面を参照して説明する。
Next, another embodiment of the purification processing apparatus of the present invention will be described with reference to the drawings.

【0058】図5において、41は閉鎖性水域としてのダ
ムで、このダム41の水面近傍には、浄化処理装置本体42
が設けられている。また、浄化処理装置本体42は、浮き
体としての浮き島43と、この浮き島43に吊り下げ支持さ
れた浄化処理ユニット44とから構成されている。
In FIG. 5, reference numeral 41 is a dam as a closed water area, and the purification treatment apparatus main body 42 is located near the water surface of the dam 41.
Is provided. Further, the purification treatment apparatus main body 42 is composed of a floating island 43 as a floating body and a purification treatment unit 44 suspended and supported by the floating island 43.

【0059】そして、浮き島43は、図示しない箱状の浮
力部材が適宜連結されて平板状に形成され、この浮力部
材の上面に層状に適宜土壌が形成され植物が植設され
て、島のごとく形成されている。
The floating island 43 is formed in a flat plate shape by appropriately connecting box-shaped buoyancy members (not shown), and soil is appropriately formed in layers on the upper surface of the buoyancy members and plants are planted to form a floating island. Has been formed.

【0060】また、浮き島43を構成する浮力部材のいく
つかには、適宜図示しないポンプが収容され、ポンプが
平板状に連結された浮力部材の所定の位置となるように
なっている。さらに、この浮き島43には、電力発生用の
太陽電池46や風力発電装置47が配設されているととも
に、発電された電力を変電するとともにポンプの駆動を
制御する制御屋48が設けられている。
Further, some of the buoyancy members forming the floating island 43 accommodate pumps (not shown) as appropriate, and the pumps are located at predetermined positions of the buoyancy members connected in a flat plate shape. Further, the floating island 43 is provided with a solar cell 46 for generating electric power and a wind power generator 47, and a control shop 48 for transforming the generated electric power and controlling the drive of the pump. .

【0061】一方、浄化処理ユニット44は、図5および
図6に示すように、ステンレス製や塩化ビニル製などの
非腐食性の部材や非腐食処理された鉄筋などにて、各面
が格子状の略直方体形状に、格子体50が形成されてい
る。また、この格子体50の内面には、細かく編み込まれ
たネット51が設けられて収容体52が形成されている。
On the other hand, as shown in FIGS. 5 and 6, the purification unit 44 is made of a non-corrosive member such as stainless steel or vinyl chloride or a non-corrosion-treated rebar, and each surface is in a grid pattern. The lattice 50 is formed in a substantially rectangular parallelepiped shape. A finely woven net 51 is provided on the inner surface of the lattice 50 to form a container 52.

【0062】さらに、このネット51内には、図1ないし
図4に示す実施例と同様に、微生物を担持するための木
炭32が充填されて、処理層33が形成されている。
Further, as in the embodiment shown in FIGS. 1 to 4, the net 51 is filled with charcoal 32 for supporting microorganisms to form a treatment layer 33.

【0063】また、処理層33の厚さ方向の略中間には、
図1ないし図4に示す実施例の集水管21と同様に、図示
しない空気孔が穿設されたキャップ体23にて一端が閉塞
され、周面に通水孔26が複数穿設され、網体30が嵌合さ
れた円筒状の集水体である集水管21が、連結管54に複数
本所定間隔で連結されて木炭32に覆われるように配設さ
れている。さらに、連結管54の一端側は、収容体52の側
面より突出して外方に流通孔55を開口して配設され、浄
化処理ユニット44が形成されている。
Further, approximately in the middle of the thickness of the treatment layer 33,
Similar to the water collecting pipe 21 of the embodiment shown in FIGS. 1 to 4, one end is closed by a cap body 23 having air holes (not shown) formed therein, and a plurality of water passage holes 26 are formed on the peripheral surface to form a mesh. A plurality of water collecting pipes 21, which are cylindrical water collecting bodies to which the body 30 is fitted, are connected to the connecting pipes 54 at predetermined intervals and are covered with the charcoal 32. Further, one end side of the connecting pipe 54 is disposed so as to project from the side surface of the container 52 and open to the outside with a circulation hole 55, and a purification processing unit 44 is formed.

【0064】なお、浄化処理ユニット44のネット51は、
木炭32がこぼれ落ちないように、木炭32の径より細かく
編み込まれて、編み込みによる間隔が収容体51の集水孔
16となる。
The net 51 of the purification unit 44 is
The charcoal 32 is knitted in a finer diameter than the diameter of the charcoal 32 so that the charcoal 32 does not spill, and the gap due to the knitting is the water collecting hole of the container 51.
16

【0065】そして、複数の浄化処理ユニット44が、突
出する連結管54が適宜直列状に接続されて平板状に一体
的に連結され、一端側に位置する浄化処理ユニット44の
突出する連結管54には、図示しない本管が接続されてい
る。さらに、この本管は、浮き島43の図示しないポンプ
の吸水口に接続されている。また、図示しないポンプの
排水口には、図1ないし図4に示す実施例と同様に、一
端がダム41の底部近傍に開口する図示しない排水管が接
続されている。
The plurality of purification treatment units 44 are connected integrally in a flat plate shape by connecting the protruding connecting pipes 54 in series, and the connecting pipes 54 protruding from the purification treatment unit 44 located at one end side are connected. A main pipe (not shown) is connected to. Further, this main pipe is connected to a water intake port of a pump (not shown) of the floating island 43. A drain pipe (not shown) whose one end opens near the bottom of the dam 41 is connected to the drain port of the pump (not shown), as in the embodiment shown in FIGS.

【0066】そして、平板状に複数連結された浄化処理
ユニット44は、浮き島43の下面から導出する図示しない
アンカにて、集水管21の長手方向が水面に対して略平行
となるように吊り下げ支持されて、浄化処理装置本体42
が形成されている。
The plurality of purification treatment units 44 connected in a flat plate shape are suspended by an anchor (not shown) drawn from the lower surface of the floating island 43 so that the longitudinal direction of the water collecting pipe 21 is substantially parallel to the water surface. Supported, the purification treatment device main body 42
Are formed.

【0067】次に、上記図5および図6に示す実施例の
施工方法について説明する。
Next, a construction method of the embodiment shown in FIGS. 5 and 6 will be described.

【0068】まず、図示しない箱状の浮力部材を平板状
に複数連結し、浮力部材の上面に太陽電池46や風力発電
装置47を配設するとともに、制御屋48を設ける。
First, a plurality of box-shaped buoyancy members (not shown) are connected in a flat plate shape, the solar cell 46 and the wind power generator 47 are arranged on the upper surface of the buoyancy member, and the control shop 48 is provided.

【0069】また、浮力部材のうちのいくつかには、あ
らかじめ図示しないポンプを収容し、ポンプが平板状に
連結された浮力部材の所定の位置となるように、複数の
浮力部材を連結する。そして、浮力部材の上面に層状に
適宜土壌を形成して植物などを植設して浮き島43を形成
する。さらに、浮き島43に、電力発生用の太陽電池46お
よび風力発電装置47や変電および制御用の制御屋48を配
設し、制御屋48からの図示しない電線をポンプに接続す
る。
Further, some of the buoyancy members accommodate pumps (not shown) in advance, and a plurality of buoyancy members are connected so that the pumps are located at predetermined positions of the plate-shaped buoyancy members. Then, soil is appropriately formed in layers on the upper surface of the buoyancy member and plants are planted to form floating islands 43. Further, the floating island 43 is provided with a solar cell 46 for generating electric power, a wind turbine generator 47, and a control shop 48 for substation and control, and an electric wire (not shown) from the control shop 48 is connected to a pump.

【0070】一方、あらかじめ形成された複数の浄化処
理ユニット44を、側面から突出する連結管54をそれぞれ
直列状に接続して平板状に一体的に連結し、一端側に位
置する浄化処理ユニット44の突出する連結管54に図示し
ない本管を接続し、この本管を浮き島43の図示しないポ
ンプの吸水口に接続する。さらに、ポンプの排水口に排
水管を接続し、一体に浄化処理装置本体42を形成する。
On the other hand, a plurality of preliminarily formed purification treatment units 44 are integrally connected in a flat plate shape by connecting connecting pipes 54 protruding from the side in series, respectively, and the purification treatment unit 44 located at one end side is connected. A main pipe (not shown) is connected to the projecting connecting pipe 54, and this main pipe is connected to a water inlet of a pump (not shown) of the floating island 43. Further, a drainage pipe is connected to the drainage port of the pump to integrally form the purification treatment device main body 42.

【0071】そして、この浄化処理装置本体42を、集水
管21の軸方向が水面に対して略平行で、排水管の一端が
ダム41の底部近傍に開口するように、ダム41の水面に浮
かべる。
Then, the purification treatment apparatus main body 42 is floated on the water surface of the dam 41 so that the axial direction of the water collection pipe 21 is substantially parallel to the water surface and one end of the drainage pipe opens near the bottom of the dam 41. .

【0072】なお、浄化処理ユニット44、ポンプおよび
本管などの接続は、水面に浮き島43を浮かべた後、水中
で行ってもよい。
The purification treatment unit 44, the pump and the main pipe may be connected to each other in water after the floating island 43 is floated on the water surface.

【0073】次に、上記の実施例の浄化処理装置の浄化
処理について説明する。
Next, the purification processing of the purification processing apparatus of the above embodiment will be described.

【0074】まず、制御屋48からの制御命令により図示
しないポンプを駆動させ、吸水口に接続する本管内の水
を排水口を介して排水管からダム41の底部近傍に排水す
る。
First, a pump (not shown) is driven by a control command from the control shop 48, and the water in the main pipe connected to the water intake port is drained from the drain pipe to the vicinity of the bottom of the dam 41 through the drain port.

【0075】そして、この本管内の水の吸水により、ダ
ム41の被処理水25が、浄化処理ユニット44のネット51を
介して処理層33を流過し、通水孔26より集水管21に集水
され、連結管54から本管を通ってポンプに吸水される。
By the water absorption in the main pipe, the treated water 25 of the dam 41 flows through the treatment layer 33 through the net 51 of the purification treatment unit 44 to the water collection pipe 21 through the water passage hole 26. The water is collected, and is then absorbed by the pump from the connecting pipe 54 through the main pipe.

【0076】なお、この被処理水25の処理層33の流過
は、図1ないし図4に示す実施例と同様に、0.25〜
4cm/分、好ましくは1〜2cm/分程度の速度で流過さ
せる。
The flow of the treated water 25 through the treatment layer 33 is 0.25 to 0.25 as in the embodiment shown in FIGS.
Flow through at a speed of about 4 cm / min, preferably about 1 to 2 cm / min.

【0077】そして、図1ないし図4に示す実施例と同
様に、この被処理水25の処理層33の流過の際に、被処理
水25は、有機質浮遊物質や溶解性有機物質などが、木炭
32に担持された微生物により分解され、浄化処理され
る。
Similar to the embodiment shown in FIGS. 1 to 4, when the treated water 25 flows through the treatment layer 33, the treated water 25 is free from organic suspended solids and soluble organic substances. ,charcoal
It is decomposed by the microorganisms carried by 32 and purified.

【0078】なお、上記図1ないし図4に示す実施例、
および、図5および図6に示す実施例において、ポンプ
14の排水口に排水管38を接続し、排水管の一端が湖沼や
ダムなどの水域底部の近傍で開口するようにして説明し
たが、排水管を設けず、排水口から水域底部に向けて直
接噴出させるなどしてもよい。
Incidentally, the embodiment shown in FIGS.
And in the embodiment shown in FIGS. 5 and 6, the pump
I explained that the drain pipe 38 was connected to the 14 drainage outlets, and one end of the drainage pipe opened near the bottom of the water body such as a lake or a dam, but without providing a drainage pipe, from the drain outlet to the bottom of the water body. It may be jetted directly.

【0079】[0079]

【発明の効果】請求項1記載の浄化処理装置によれば、
処理層の厚さ寸法と略同寸法の間隔で通水孔を複数穿設
した集水体の長手軸方向を水面に対して略平行に位置さ
せて浮き体にて浄化処理ユニットを水面近傍に支持し、
溶存酸素量が多い水面近傍の被処理水をポンプにて微生
物を担持する木炭を有する処理層にて微生物に酸素を供
給しつつ浄化処理するため、水域の被処理水を抜き出し
浄化処理する必要がなく、浮き体にて水面近傍に支持
するのみで設置スペースを必要とせず施工性向上でき
るとともに、簡単な構造で被処理水が処理層内で偏って
流通せず酸素が供給され木炭に担持された微生物にて効
率よく浄化処理でき、水面近傍に発生する藻類を確実に
捕捉して処理でき、安価で容易に浄化処理効率を増大で
きる。
According to the purification treatment apparatus of the first aspect,
Plural water holes are formed at intervals of approximately the same dimension as the thickness of the treatment layer.
The longitudinal axis direction of the collected water collecting body is positioned substantially parallel to the water surface, and the floating body supports the purification treatment unit near the water surface.
Oxygen is supplied to microorganisms in a treatment layer that has charcoal that carries microorganisms by pumping the water to be treated near the water surface with a large amount of dissolved oxygen.
For purifying process sheet while being, there is no need to purify processed by extracting the water to be treated waters, it is possible to improve the construction stage of not require installation space only by supporting the water surface near at float body, simple Due to the structure, the water to be treated is biased in the treatment layer
Effective with microorganisms supported by charcoal supplied with oxygen without circulation
The purification treatment can be performed efficiently, the algae generated near the water surface can be reliably captured and treated , and the purification treatment efficiency can be easily increased at a low cost.

【0080】請求項2記載の浄化処理装置によれば、請
求項1記載の浄化処理装置に加え、水面近傍の溶存酸素
量が多い被処理水を、ポンプにて微生物を担持する木炭
を有する処理層にて酸素を供給しつつ浄化処理し、処理
水を排水管から被処理水の閉鎖性水域底部に確実に
水するため、水面近傍に発生する藻類を確実に捕捉して
処理できるとともに、閉鎖性水域に還流が生じて溶存酸
素量および水温の分布差を低減でき閉鎖性水域の自己
浄化作用が活性化でき、安価で容易に浄化処理効率を向
上できる。
According to the purification treatment apparatus of the second aspect, in addition to the purification treatment apparatus of the first aspect, treatment water having a large amount of dissolved oxygen in the vicinity of the water surface is treated with a charcoal carrying microorganisms by a pump. oxygen purification treatment while supplying at layers, to ensure discharge <br/> water in the bottom of the closed water area of the water to be treated the treated water from the drain pipe, reliably capturing the algae that occurs on the water surface near hand
It can be treated , and reflux occurs in the closed water area, resulting in dissolved acid.
It is possible to reduce the difference in distribution of the elementary amount and the water temperature, activate the self-cleaning action in the closed water area, and easily improve the purification treatment efficiency at a low cost.

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

【図1】本発明の浄化処理装置の一実施例を湖沼に設け
た状況を示す説明図である。
FIG. 1 is an explanatory view showing a situation in which an embodiment of a purification treatment device of the present invention is installed in a lake.

【図2】同上浄化処理ユニットを示す一部を切り欠いた
斜視図である。
FIG. 2 is a partially cutaway perspective view showing the same purification processing unit.

【図3】同上径方向の断面図である。FIG. 3 is a radial sectional view of the same.

【図4】同上長手方向の断面図である。FIG. 4 is a longitudinal sectional view of the same.

【図5】本発明の浄化処理装置の他の実施例をダムに設
けた状況を示す説明図である。
FIG. 5 is an explanatory view showing a situation in which another embodiment of the purification treatment apparatus of the present invention is provided on a dam.

【図6】同上浄化処理ユニットを示す一部を切り欠いた
斜視図である。
FIG. 6 is a partially cutaway perspective view showing the same purification processing unit.

【符号の説明】[Explanation of symbols]

11 閉鎖性水域としての湖沼 12,42 浄化処理装置本体13 浄化処理ユニット 14 ポンプ 15 収容体としての筒体 18,55 流通孔 21 集水体としての集水管 25 被処理水 26 通水孔 32 木炭 33 処理層 34 本管 36 浮き体38 排水管 41 閉鎖性水域としてのダム 43 浮き体としての浮き島 52 収容体11 Lake as a closed water area 12, 42 Purification treatment device main body 13 Purification treatment unit 14 Pump 15 Cylindrical body as a container 18, 55 Circulation hole 21 Water collection pipe as a water collection body 25 Treated water 26 Water passage hole 32 Charcoal 33 Treatment layer 34 Main pipe 36 Floating body 38 Drain pipe 41 Dam as closed water area 43 Floating island as floating body 52 Containment body

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 被処理水が流通可能な通水孔が複数穿設
れた長手筒状の集水体、この集水体を収容し前記被処
理水が流通可能な集水孔が複数設けられた収容体、前記
集水体および前記収容体の間に設けられ微生物を担持す
る木炭を有する処理層、前記収容体に設けられ前記集水
体の一端縁に連続する流通孔、および、前記流通孔に連
通して前記収容体に取り付けられる本管を備え、前記通
水孔の間隔寸法が前記処理層の厚さ寸法と略同寸法であ
る浄化処理ユニットと、 この浄化処理ユニットを前記集水体の長手軸方向を前記
被処理水の水面に対し略平行に 前記被処理水の水面近傍
に支持する浮き体と、前記 本管が接続され前記集水体に集水される前記被処理
水を前記流通孔を介して流通させるポンプとを具備した
ことを特徴とする浄化処理装置。
1. A plurality of water passage holes through which treated water can flow
Have been long cylindrical water collecting body, container which the catchment body were housed said water to be treated can flow a water collecting hole is provided with a plurality, wherein
Provided between the water collecting body and the containing body to support microorganisms
A treatment layer containing charcoal, a circulation hole provided in the container and continuous to one edge of the water collecting body , and a communication hole connected to the circulation hole.
A main pipe that is attached to the container through the
The distance between the water holes is approximately the same as the thickness of the treatment layer.
And a purification treatment unit that is arranged in the longitudinal axis direction of the water collecting body.
A floating body for supporting the water surface near the substantially parallel to the water to be treated to the water surface of the water to be treated, flowing through the water to be treated the mains is connected is the water collecting in the water collecting body via the circulation hole A purifying device comprising:
【請求項2】 ポンプの排水口に下端が被処理水の閉鎖
水域底部に向けて導出する排水管が接続されたこと
を特徴とする請求項1記載の浄化処理装置。
2. A closure lower end discharge port of the pump of the water to be treated
Purifying apparatus according to claim 1, wherein a drainage pipe for deriving towards the bottom of the sexual waters are connected.
JP5333589A 1993-12-27 1993-12-27 Purification treatment equipment Expired - Fee Related JP2500113B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5333589A JP2500113B2 (en) 1993-12-27 1993-12-27 Purification treatment equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5333589A JP2500113B2 (en) 1993-12-27 1993-12-27 Purification treatment equipment

Publications (2)

Publication Number Publication Date
JPH07185579A JPH07185579A (en) 1995-07-25
JP2500113B2 true JP2500113B2 (en) 1996-05-29

Family

ID=18267737

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5333589A Expired - Fee Related JP2500113B2 (en) 1993-12-27 1993-12-27 Purification treatment equipment

Country Status (1)

Country Link
JP (1) JP2500113B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4620323B2 (en) * 2002-10-21 2011-01-26 株式会社ジオフロント Water purification method
CN107215999A (en) * 2017-05-31 2017-09-29 佛山市玉凰生态环境科技有限公司 A kind of automatic collection and treatment device of river course oil slick

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4916245A (en) * 1972-06-06 1974-02-13
JPH0677734B2 (en) * 1990-07-09 1994-10-05 株式会社東海有機研究所 Golf course with pesticide purification structure
JPH05169079A (en) * 1991-12-25 1993-07-09 Marsima Aqua Syst Corp Catalytic oxidation water purifying unit and aqueduct
JP3191971B2 (en) * 1992-01-21 2001-07-23 タチバナペーパーウェアー株式会社 Simple water purification system for rivers
JP3079897U (en) * 2001-02-28 2001-08-31 朋威企業有限公司 Opening state fixing device for tripod and tripod equipped with the fixing device

Also Published As

Publication number Publication date
JPH07185579A (en) 1995-07-25

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