JPH06285462A - Apparatus for purifying reservoir - Google Patents
Apparatus for purifying reservoirInfo
- Publication number
- JPH06285462A JPH06285462A JP13996092A JP13996092A JPH06285462A JP H06285462 A JPH06285462 A JP H06285462A JP 13996092 A JP13996092 A JP 13996092A JP 13996092 A JP13996092 A JP 13996092A JP H06285462 A JPH06285462 A JP H06285462A
- Authority
- JP
- Japan
- Prior art keywords
- reservoir
- water
- reaction tank
- compartment
- coagulating agent
- 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
Links
Landscapes
- Cleaning Or Clearing Of The Surface Of Open Water (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
- Removal Of Floating Material (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、貯水池等を浄化する浄
化装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a purifying device for purifying a reservoir or the like.
【0002】[0002]
【従来の技術】従来、貯水池等を浄化する装置の一例と
してゴルフ場に付設する貯水池に付いて説明する。貯水
池には、一時の大雨による洪水を防止するために堰が設
置してあり、該堰に排出口が設けられていて一定の水位
に保持されている。しかし、一時の大雨の場合には堰か
らオーバーフローして流下する様に形成されている。近
年、環境問題がクローズアップされ、貯水池から排出す
る水質が問題となり、排出する水を図6に示す浄化装置
で浄化した後に下流に排出している。即ち、貯水池1内
から排出される水は堰2に穿設された貫通管3を介して
取水槽5に流れる。取水槽5内に設置した水中ポンプ6
から生物濾過槽7に送られる。一方、生物濾過槽7には
空気がブロワー8を介して吹き込まれ、処理水は貯留槽
9に貯められる。尚、前記生物濾過槽7の逆洗洗浄水は
配管10を介して逆洗槽11に貯留される。貯留槽9内
の処理水の1部は水中ポンプ12を介して貯水池1上に
散水され、排出量は水中ポンプ13を介して、活性炭吸
着装置15で処理された後、排水路16に放出される。2. Description of the Related Art Conventionally, a reservoir attached to a golf course will be described as an example of a device for purifying a reservoir. The reservoir is equipped with a weir to prevent flooding due to heavy rain, and the weir is provided with an outlet to maintain a constant water level. However, it is formed so that it overflows from the weir and flows down in the event of heavy rainfall for one time. In recent years, environmental problems have been highlighted, and the quality of water discharged from the reservoir has become a problem. The discharged water is purified by the purification device shown in FIG. 6 and then discharged downstream. That is, the water discharged from the reservoir 1 flows into the water intake tank 5 through the through pipe 3 formed in the weir 2. Submersible pump 6 installed in intake tank 5
Sent to the biological filtration tank 7. On the other hand, air is blown into the biological filtration tank 7 through the blower 8, and the treated water is stored in the storage tank 9. The backwash water for the biological filtration tank 7 is stored in the backwash tank 11 through the pipe 10. A part of the treated water in the storage tank 9 is sprinkled on the reservoir 1 via the submersible pump 12, and the discharged amount is treated by the activated carbon adsorption device 15 via the submersible pump 13 and then discharged to the drainage channel 16. It
【0003】[0003]
【発明が解決しようとする課題】前記した浄化装置では
排出水に対しては浄化できるが、貯水池内の水に対して
は何等対処できない。その為、該貯水池は濁っていて美
観を損ねるという問題点がある。そこで、前記した従来
の設備を使用して、活性炭吸着装置15で処理された後
の水を貯水池1に戻すという循環処理が考えれるが、前
記構成の処理装置では処理能力に問題があって余り経済
的でない。そこで、本発明は係る問題点を解消する浄化
装置を提供するものである。Although the above-mentioned purification device can purify the discharged water, it cannot deal with the water in the reservoir. Therefore, there is a problem that the reservoir is cloudy and spoils the aesthetics. Therefore, it is conceivable to use the above-mentioned conventional equipment to circulate the water after being treated by the activated carbon adsorption device 15 to the reservoir 1, but the treatment device having the above-mentioned configuration has a problem in the treatment capacity. Not economical. Therefore, the present invention provides a purifying device that solves the above problems.
【0004】[0004]
【課題を解決するための手段】本発明の浄化装置は、貯
水池内の水を吸引排出するポンプと、該ポンプ排出水と
凝集剤を混合する反応槽と、貯水池内の一部を仕切った
区画部と、前記反応槽からの水を該区画部に導く噴出管
とで構成し、前記区画部を該区画部内に生ずるフロック
を水面付近で貯水池に流出しない様に形成したものであ
る。The purification apparatus of the present invention comprises a pump for sucking and discharging water in a reservoir, a reaction tank for mixing the pumped water and a flocculant, and a partition for partitioning a part of the reservoir. And a jet pipe that guides water from the reaction tank to the partition, and the partition is formed so that flocs generated in the partition do not flow out to the reservoir near the water surface.
【0005】[0005]
【作用】貯水池内の水を浄化するために凝集剤を使用し
てフロックを形成して行い、該フロックを含有した水を
貯水池に形成した区画部に噴出させる。区画部は該区画
部内に生ずるフロックを水面付近から貯水池に流出を阻
止するように形成されているため、汚濁は該区画部内だ
けで生じる。その為、貯水池全体を汚濁することなく貯
水池の浄化を行うことができる。The floc is formed by using a flocculant to purify the water in the reservoir, and the water containing the floc is ejected to the compartment formed in the reservoir. Since the partition part is formed so as to prevent the flocs generated in the partition part from flowing out of the vicinity of the water surface to the reservoir, the pollution occurs only in the partition part. Therefore, the reservoir can be purified without polluting the entire reservoir.
【0006】[0006]
【実施例】本発明の実施例を図面を参照して説明する。 (第1実施例)図1は貯水池の浄化装置の全体配置図を
示し、図2は平面図、図3は反応槽部の側断面を示す拡
大図である。貯水池1は堰2に形成されている排出口4
によって、一定の水位に保持されている。地上には必ず
しも必要でないがBOD、CODを低減するための磁化
オゾン発生装置28及びSSをフロックとして除去する
ために用いる溶解凝集剤装置29が設置されている。空
気圧縮機30aからの空気は定流量弁3で一定量に調節
された後、交互に切り替えて使用する酸素発生装置31
に導かれて酸素が取り出されて、更に酸化を促進するた
めに磁化オゾン発生装置32でオゾン化されたのち更に
磁化されて、後述の反応槽45に送られる。尚、反応槽
45に送る磁化オゾンされた空気の濃度を調整したり、
単に反応槽45に空気を送る空気圧縮機30bが設置さ
れている。35は凝集剤装置であって、溶解槽36に投
入した凝集剤は攪拌機37で所定濃度に溶解され、定量
ポンプ38及び吐出開閉弁39を介して反応槽45に送
られる。一方、貯水池1内には、該貯水池1内の一部を
仕切った区画部40がフロート体41で形成されてい
る。即ち、円形状のフロート体41でもって貯水池1は
区画され、該フロート体41が移動しないようにアンカ
ー42に連結されている。又、該フロート体41には必
ずしも必要でないが、形成されるフロックができるだけ
貯水池1の全体に飛散しないように網43が垂下してい
る。Embodiments of the present invention will be described with reference to the drawings. (First Embodiment) FIG. 1 is an overall layout view of a water purification device, FIG. 2 is a plan view, and FIG. 3 is an enlarged view showing a side cross section of a reaction tank part. Reservoir 1 is discharge port 4 formed in weir 2.
Is kept at a constant water level. Although not necessarily required on the ground, a magnetized ozone generator 28 for reducing BOD and COD and a dissolving and aggregating agent device 29 used for removing SS as flocs are installed. The air from the air compressor 30a is adjusted to a constant amount by the constant flow valve 3 and then alternately switched to be used.
Oxygen is taken out to be further guided to, and is further ozonized by the magnetized ozone generator 32 in order to promote the oxidation, and then further magnetized, and then sent to the reaction tank 45 described later. The concentration of magnetized ozone sent to the reaction tank 45 can be adjusted,
An air compressor 30b that simply sends air to the reaction tank 45 is installed. Reference numeral 35 is a coagulant device, and the coagulant introduced into the dissolution tank 36 is dissolved by the stirrer 37 to a predetermined concentration and sent to the reaction tank 45 via the metering pump 38 and the discharge opening / closing valve 39. On the other hand, in the reservoir 1, a partition portion 40 partitioning a part of the reservoir 1 is formed by a float body 41. That is, the reservoir 1 is partitioned by the circular float body 41, and is connected to the anchor 42 so that the float body 41 does not move. Further, although not necessarily required for the float body 41, a net 43 hangs so that the formed flocs are not scattered over the entire reservoir 1 as much as possible.
【0007】基台54上に固定された水中ポンプ46は
貯水池1内の水を吸引し、ほぼ円筒状の反応槽45の側
壁の接線方向に入るように形成された入口47に排出さ
れ、更に該部には前記した磁化オゾン空気が配管48を
介して一緒に導入され、更に、反応槽45には前記した
溶解凝集剤が配管49を介して導入されている。又、反
応槽45には前記区画部40に排出するために噴出管5
1が設けられていて、該噴出管51は反応槽45のほぼ
中心部から上方向に排出する噴出管51a及び該噴出管
51aより大きな径に形成した噴出管51bで構成され
ている。尚、噴出管51bの下部は該噴出管51aの噴
流によって貯水池1内の水を噴出管51b内に巻き込み
可能に孔52が形成されている。尚、本実施例では、処
理量の関係で前記した機器が2セット設置されていて、
一対の噴出管51bは互いに連結体55で固定され、更
に、ワイヤー56を介してフロート体41に結束されて
いて、水中に浮遊可能となっている。A submersible pump 46 fixed on the base 54 sucks the water in the reservoir 1 and discharges the water into an inlet 47 formed so as to enter the side wall of the substantially cylindrical reaction tank 45 tangentially. The magnetized ozone air described above is also introduced into this portion through a pipe 48, and the above-mentioned dissolved coagulant is introduced into the reaction tank 45 through a pipe 49. Further, in the reaction tank 45, the ejection pipe 5 for discharging to the partition 40 is used.
1 is provided, and the ejection pipe 51 is composed of an ejection pipe 51a that discharges upward from the substantially central portion of the reaction tank 45 and an ejection pipe 51b that has a diameter larger than that of the ejection pipe 51a. A hole 52 is formed in the lower portion of the ejection pipe 51b so that the water in the reservoir 1 can be taken into the ejection pipe 51b by the jet flow of the ejection pipe 51a. Incidentally, in this embodiment, two sets of the above-mentioned devices are installed due to the processing amount,
The pair of ejection pipes 51b are fixed to each other by a connecting body 55, and are further bound to the float body 41 via a wire 56 so that they can float in water.
【0008】前記構成の作用について説明すると、水中
ポンプ46は貯水池1内の水を吸引して反応槽45に送
る。又、所定量のオゾン空気は磁化オゾン発生装置28
から配管48を介して、又、所定量の溶解凝集剤は溶解
凝集剤装置29から配管49を介して各々反応槽45に
送られる。反応槽45内では前記水中ポンプ46からの
水が反応槽45の側面の接線方向に入るため、内部で旋
回流が生じ磁化オゾン空気と凝集剤とは十分に混合さ
れ、噴出管51a及び51bを介して区画部40に噴出
される。又、該噴出管51aからの噴出流によって貯水
池1内の水が孔52から巻き込まれて、噴出管51bか
ら区画部40に噴出される。区画部40内に噴出された
水は、磁化オゾンによってBOD、CODは酸化分解さ
れ、雑菌は滅菌され、農薬は分解され、又藻、SS等は
凝集剤でフロックが形成され、該浮遊するフロックはフ
ロート体41によって水面付近からの流出を阻止され区
画部内40に集まる。その為、区画部40内だけが該フ
ロックによって濁っているが、該濁りはフロート体41
によって拡散を防止される。前記のように貯水池1内の
水を循環する汚濁処理方法は、該区画部40内だけが濁
っていて他の貯水池1には影響がないため全体の美観を
損ねることなく処理が可能である。尚、貯水池1内の汚
濁は順次フロックとなって区画部40内に集まり、やが
て該フロックが沈殿して貯水池1全体が浄化され美観を
提する。Explaining the operation of the above construction, the submersible pump 46 sucks the water in the reservoir 1 and sends it to the reaction tank 45. Further, a predetermined amount of ozone air is supplied to the magnetized ozone generator 28.
From the dissolution coagulant device 29 to the reaction tank 45 via the pipe 48 and from the dissolution coagulant device 29 via the pipe 49. In the reaction tank 45, the water from the submersible pump 46 enters in the tangential direction of the side surface of the reaction tank 45, so that a swirling flow occurs inside and the magnetized ozone air and the aggregating agent are sufficiently mixed and the jet pipes 51a and 51b are discharged. It is jetted to the partition section 40 through. In addition, the water in the reservoir 1 is entrained from the hole 52 by the jet flow from the jet pipe 51a and is jetted to the partition section 40 from the jet pipe 51b. BOD and COD of the water ejected into the compartment 40 are oxidatively decomposed by magnetized ozone, bacteria are sterilized, pesticides are decomposed, and algae, SS, etc. form flocs with a flocculant, and the floating flocs. Are prevented from flowing out from the vicinity of the water surface by the float body 41 and gather in the compartment 40. Therefore, only the inside of the partition 40 is clouded by the flocs, but the cloudiness is caused by the float body 41.
Prevents diffusion. As described above, the pollution treatment method in which the water in the reservoir 1 is circulated can be treated without impairing the overall aesthetic appearance because only the partition 40 is turbid and the other reservoirs 1 are not affected. It should be noted that the pollution in the reservoir 1 becomes a floc in sequence and collects in the partition 40, and the flocs eventually settle to purify the reservoir 1 as a whole to provide a beautiful appearance.
【0009】(第2実施例)本実施例を貯水池1の浄化
装置の全体配置を示す図4、平面を示す図5を参照して
説明する。尚、本実施例は前記実施例とは、反応槽45
と区画部40の位置を異にしたものである為、詳細説明
は省略する。地上には前記第1実施例と同じ磁化オゾン
発生装置28及び溶解凝集剤装置29が設置されてい
て、各々配管48、49を介して反応槽45に送られ
る。一方、貯水池1内には、該貯水池1内の一部を仕切
った区画部40が反応槽46とは異なる位置にフロート
体41で配設されている。又、該区画部40の中心には
噴出管51bがロープを介して浮遊状態に維持されてい
る。又、水中ポンプ46、反応槽45及び噴出管51a
は前記実施例と同じ構成であって、アンカー64で固定
されているフロート体63で水中に浮遊されている。
尚、噴出管51aから噴出される水は配管65を介して
前記噴出管51bに接続されている。前記構成によれ
ば、水中ポンプ46で吸引された水は反応槽46内で磁
化オゾン空気及び凝集剤と反応し、噴出管51a、配管
65を介して噴出管51bから区画部40内に排出され
る。該噴出水にはフロックを含有し、該フロックはフロ
ート体41で流出を阻止され、区画部内だけが濁った状
態となり、時間の経過と共に沈殿し貯水池1全体が浄化
される。本実施例は、フロックの排出する場所を貯水池
1の任意の場所に設定でき、例えば、道路から見えない
場所に設置することが可能であるため、濁った区画部4
0も見えない状態で呈することができより美観を損なう
ことがない。(Second Embodiment) This embodiment will be described with reference to FIG. 4 showing the overall arrangement of the purifying device for the reservoir 1 and FIG. 5 showing the plan view. In addition, this embodiment is different from the above embodiment in the reaction tank 45.
Since the position of the partition 40 is different, detailed description will be omitted. The same magnetized ozone generator 28 and dissolution coagulant device 29 as in the first embodiment are installed on the ground, and they are sent to the reaction tank 45 via pipes 48 and 49, respectively. On the other hand, in the reservoir 1, a partition section 40 partitioning a part of the reservoir 1 is arranged with a float body 41 at a position different from the reaction tank 46. A jet pipe 51b is maintained in a floating state at the center of the partition 40 via a rope. Further, the submersible pump 46, the reaction tank 45, and the ejection pipe 51a
Has the same configuration as that of the above-described embodiment, and is floated in water by a float body 63 fixed by an anchor 64.
The water ejected from the ejection pipe 51a is connected to the ejection pipe 51b through a pipe 65. According to the above configuration, the water sucked by the submersible pump 46 reacts with the magnetized ozone air and the coagulant in the reaction tank 46, and is discharged from the ejection pipe 51b into the compartment 40 through the ejection pipe 51a and the pipe 65. It The jetted water contains flocs, and the flocs are prevented from flowing out by the float body 41, and only the inside of the partition becomes turbid, and the flocs precipitate with the passage of time and the entire reservoir 1 is purified. In this embodiment, the place where the flocs are discharged can be set to any place in the reservoir 1, and for example, it can be installed in a place that cannot be seen from the road.
It can be presented in a state where 0 is not visible, and it does not spoil the appearance.
【0010】尚、前記実施例に於て、区画部40を何れ
もフロート体を介して浮遊状態で形成しているが、特定
箇所にコンクリート等で水面付近を囲む堰を形成し、該
堰の下部を貯水池1と挿通可能な形状に形成してもよい
ことはいうまでもない。即ち、浮遊するフロックは堰で
流出を阻止され、水は堰の下部から貯水池に排出される
循環経路を形成でき、やがて時間の経過と共に該フロッ
クは沈殿して貯水池全体を浄化する。又、処理水がBO
Dを低減する必要がない場合にはオゾン含有空気を反応
槽に供給する必要はないし、ゴルフ場に付設の貯水池ば
かりでなく、プール等の水を貯留した所に適用できるこ
とはいうまでもない。In the above-mentioned embodiment, all of the partition parts 40 are formed in a floating state via the float body. However, a weir surrounding the water surface is formed at a specific place with concrete or the like, and the weir of the weir is formed. It goes without saying that the lower part may be formed into a shape that can be inserted into the reservoir 1. That is, floating flocs can be prevented from flowing out by the weir, and water can form a circulation path from the lower part of the weir to the reservoir, and over time, the flocs settle and purify the entire reservoir. Also, the treated water is BO
Needless to say, when it is not necessary to reduce D, it is not necessary to supply ozone-containing air to the reaction tank, and it can be applied not only to a reservoir attached to a golf course, but also to a place where water is stored such as a pool.
【0011】[0011]
【発明の効果】本発明の浄化装置は、簡便に構成でき且
つ浄化中であっても貯水池全体を汚濁することなく浄化
できる。又、区画部を見えない箇所に設置することによ
って、より美観を損なうことなく浄化可能である。EFFECT OF THE INVENTION The purifying device of the present invention can be simply constructed and can purify the entire reservoir without polluting even during the purifying. In addition, by installing the partition part in an invisible place, it is possible to perform purification without impairing aesthetics.
【図1】貯水池の浄化装置の全体配置図を示す図であ
る。FIG. 1 is a diagram showing an overall layout of a purification device for a reservoir.
【図2】図1の平面図である。FIG. 2 is a plan view of FIG.
【図3】反応槽の拡大側断面図である。FIG. 3 is an enlarged side sectional view of a reaction tank.
【図4】第2実施例の貯水池の浄化装置の全体配置図を
示す図である。FIG. 4 is a diagram showing an overall layout of a reservoir purification device of a second embodiment.
【図5】図4の平面図である。FIG. 5 is a plan view of FIG.
【図6】従来の浄化装置の系統図である。FIG. 6 is a system diagram of a conventional purification device.
1 貯水池 2 堰 28 磁化オゾン発生装置 29 溶解凝集剤装置 40 区画部 41 フロート体 46 ポンプ 45 反応槽 51a、51b 噴出管 DESCRIPTION OF SYMBOLS 1 Reservoir 2 Weir 28 Magnetization ozone generator 29 Dissolution coagulant device 40 Compartment 41 Float body 46 Pump 45 Reaction tank 51a, 51b Jet pipe
Claims (1)
該ポンプ排出水と凝集剤を混合する反応槽と、貯水池内
の一部を仕切った区画部と、前記反応槽からの水を該区
画部に導く噴出管とで構成し、前記区画部を該区画部内
に生ずるフロックを水面付近で貯水池に流出しない様に
形成したことを特徴とする貯水池の浄化装置。1. A pump for sucking and discharging water in a reservoir,
A reaction tank for mixing the pumped water and the coagulant, a partition part that partitions a part of the reservoir, and an ejection pipe that guides the water from the reaction tank to the partition part. A purification device for a reservoir, characterized in that the flocs generated in the compartment are formed so as not to flow out to the reservoir near the water surface.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13996092A JPH06285462A (en) | 1992-05-01 | 1992-05-01 | Apparatus for purifying reservoir |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13996092A JPH06285462A (en) | 1992-05-01 | 1992-05-01 | Apparatus for purifying reservoir |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH06285462A true JPH06285462A (en) | 1994-10-11 |
Family
ID=15257681
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP13996092A Pending JPH06285462A (en) | 1992-05-01 | 1992-05-01 | Apparatus for purifying reservoir |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH06285462A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CZ300592B6 (en) * | 2001-01-03 | 2009-06-24 | Grouting device for application of corrective agents | |
JP2014117626A (en) * | 2012-12-13 | 2014-06-30 | Maeda Corp | Turbid water treatment method |
JP2016078021A (en) * | 2014-10-15 | 2016-05-16 | アクアサービス株式会社 | Water purification method and water purification system |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01131713A (en) * | 1987-11-17 | 1989-05-24 | Penta Ocean Constr Co Ltd | Recovery of water bloom |
JPH0312300A (en) * | 1989-06-08 | 1991-01-21 | Hitachi Kiden Kogyo Ltd | Treatment of polluted water area |
JPH0487699A (en) * | 1990-07-27 | 1992-03-19 | Hitachi Kiden Kogyo Ltd | Method for purifying polluted water region |
-
1992
- 1992-05-01 JP JP13996092A patent/JPH06285462A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01131713A (en) * | 1987-11-17 | 1989-05-24 | Penta Ocean Constr Co Ltd | Recovery of water bloom |
JPH0312300A (en) * | 1989-06-08 | 1991-01-21 | Hitachi Kiden Kogyo Ltd | Treatment of polluted water area |
JPH0487699A (en) * | 1990-07-27 | 1992-03-19 | Hitachi Kiden Kogyo Ltd | Method for purifying polluted water region |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CZ300592B6 (en) * | 2001-01-03 | 2009-06-24 | Grouting device for application of corrective agents | |
JP2014117626A (en) * | 2012-12-13 | 2014-06-30 | Maeda Corp | Turbid water treatment method |
JP2016078021A (en) * | 2014-10-15 | 2016-05-16 | アクアサービス株式会社 | Water purification method and water purification system |
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